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HomeMy WebLinkAbout2200 FARADAY AVE; PART 2; PCR90075; PermitPCR90075 FOR CB891830 2200 FARADAY AVE PART 2 OF 2 PURITAN -BENNETT 94-9-432 LIST 16 • • May 21, 1990 G1 35DG 0 23 1 3" 35G 4N 43.20K ---------------------------------·--------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS DEPTH BS LENGTH 35.00 23-3 0/0 **LOAD CRITERIA** JOIST SPACING 06-00 0/0 LEFT END RGHT END STRUT STRUT • 5 IN • 5 IN TOTAL LOAD= O. PLF, LIVE LOAD= 0. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 85.00 KIPS. CONCENTRATED 43.200 KIP(S) TOTAL AT PP 3 5 7 **BASIC DIMENSIONS** LEFT RIGHT RIGHT VULCRAFT ENG DEPT** ACTUAL DEFL POINT INCHES LOADS .48 TL REQ .00 LL WK LENGTH END PANEL END PANEL 22.9167 4-1 1/2 4-1 1/2 LEFT VAR DIM 1-6 0/0 VAR DIM INTERIOR PANELS 1-6 0/0 2 AT 6-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 4-1 1/2 4-1 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 35 0/0 32 518 35 0/0 35 0/0 (ACTUAL) 32 518 32 518 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 32.656 2 -.687 2 .o 32.656 V1 .ooo 3 43200.0 32.656 3 1.814 4 .o 32.656 4 -.907 5 43200.0 32.656 V2 .ooo 6 .o 32.656 5 .907 7 43200.0 32.656 5R -.907 8 .o 32.656 V3 .ooo 9 .o 32.656 4R .907 10 .o .000 3R -1.814 11 .o .ooo V4 .ooo 12 .o .000 2R .687 ----------------**CHORD DESIGN** STEEL FY .... 50000. ----------------AXIAL AXIAL STRESS RATIO LEND PANEL PP 12567.5 .4189 LEND PANEL MP 12567.5 .5562 L VAR PANEL PP 12567.5' .4189 L VAR PANEL MP 12567.5 .4493 INT PANEL PP 23679.9 .7893 INT PANEL MP 20504.9 .7721 R VAR PANEL MP 12567.5 .4493 R VAR PANEL PP 12567.5 .4189 REND PANEL MP 12567.5 .5562 REND PANEL PP 12567.5 .4189 AXIAL LD AXIAL LD IN WEB TOP CHORD + 114382.3 94256.4 .o 94256.4 73992.1 .o + 32149.3 153786.8 .o 153786.8 32149.3 .o 32149.3 153786.8 .o 153786.8 + 32149.3 .o 73992.1 94256.4 .o 94256.5 + 114382.4 .o PSI MOMENT BENDING UNI LOAD STRESS .o .o .o .o .o .o .o .o .o .o .o .o .o .o . 0 .o .o .o .o .o AXIAL LD BOT CHORD .o .o 129974.7 .o .o 177599.0 .o !if .o 129974.6 .o .o .o BENDING COMBINED RATIO RATIO .0000 .4189 .0000 .5562 .0000 .4189 .0000 .4493 .0000 .7893 .0000 .7721 .0000 .4493 .0000 .4189 .0000 .5562 .0000 .4189 ,. ~ ' . . PURITAN. ,-. BENNETT " . ."· 6. 94...;9-432 LIST ;.L ·Gt . ,· ,:: ••• M 2'1 1990.· · .. ' q.y .. ' SEC DESCRIPTION AXIAL LOAD K . KL/R ,_· I FLRS . LENGTH T,C 63 L ·4 · X-4 X.5"00 . 15378-7. 1 •. 0·0 34 .• 7 3·772.lDEiV 4 23-_3 0/0 BC 61 L 4 X 4 X. 4 3 8 17 7 5 9 9 • 1. 0 0 9,1. 8. • OREQ O 2 3·-2 0 / 0 . . 1581 •. 1.REQ TL SEC DESCRIPTION AXIAL STRESS CBRMP I B.C 61 L 4 X. 4 X.438 2681·0. . .89·37 . L/3q0 LIVE LOAD DEV= 11709.-2 PLF, L/2.40 LIVE LOAD D[V = 17563.7 PLF TOTAL LOAD· FOR DEFL = 7362 .1 PLF·. . · --------------------**ENP PANEL' DESIGN** -----AXIAL-LOAD ____ K KL/R FLR WEB TO END BASEL NGM GM B. DEPTH LEFT 94256 .• 4 1.·00 60.7 0 v· 4-1 1[2 EP 1 VP 6 0/0 !~~~:-.... .,..:~~~~.:,~ __ :.:,·~~---~·~.:,:_.,._~---V 4.,.. 1 1/2 EP VP 6 0"/0 *··*AD.DITIONA;L. TC AX;EA.L LOAD PESIGN*·* .ALLOWABLE siREss INCR ASED 33% --------.,.--.,..-----:-TiistoN-~--.,..---- AxIAL AXIAL AXIAL SEC FORCE · S.TRESS RATIO TC 63 85000. 11333.3 .2840 AXIAL· AXIAL FORCE STRESS L END PANEL PP 179256~4 2390·o.9. -COMPRESSION -AXIAL . · BENDING RATIO STRESS ~5990 .o LEND· PANEL MP 179256~4 ·23900~9 TI VAR PANEL PP 179256. 4 239·00. 9 .7954 .o • 599.0 • 0 L·VAR PANEL MP 1792"56.4· ·239009 : INT PANEL PP . 2,62·598. 9 3·:rn·13: 2 INT PANEL ·MP . ·238786. 8 31838. 2 R VAR PANEL MP 179256.4 23900.8 R:' VAR PANEL· PP .. 179256. 4 2·3·9·00. 8 R END PANEL MP · 179256-. 5 2390-0. 9 R END PANEL PP 179256,. 5 2.3900. 9 -~~-----.--~-...; .... ' .6424 .o • 8·775 • o .9013 .o .6424 -.o .5990-· ·.o • 79·54 • 0 ~5;9.go .o **WEB DESIGN** STEEL FY= 5·0000 •. · PSI. MIN VERT SHEAR = --~---:-----~-~--- ' WEB NO · 2 6'1 v1 1.7 3 48 A 25 V2 17 5 31 5R 31 \73 17 4R·25 3R 48 If i\I DESCRIPTION L 4 X 4 X. 43.8 · L1.,.l/2Xl-·1/2X.138 L 3. X 3 X.313 L Z X. Z X.163 Ll-l/2X1-1/2X.138 L a X 2 XJ232 L 2, X. 2 X~232 Ii1-1/2Xl-l/2X.138 L 2· X 2 X.163 L 3 X 3 X.313 Ll-1/2X:1-l/2X.138 L 4 X 4 X.4~8 -~--~--~~------------------ **B:E<IDGING REQtJ~RE:MENTS**. . END REACTION= · .. REQ . 'bEV Q 2 ' K KL/R AX. LOAD AX LOAD 1. 00 47. 0 +11.438,2. +198 729. 1 i.oo 110~~ -3076~-· 4829. 2 1~~0. 40.5 -73992-~ 91734. 2 1.00 78.3 + 2a149.+ 375264. 1 1 ..• 00 110. 5 -307i6. -4829. 2 1~00 79.5 -32149.-33410. 2 1.00 79.5 -3214.9.,.,. 334.10. 1 .1. 00 1·10. 5 -·301t6·. -. 48'29. 2 1 .• 00 78 .• 3 + 32149.+ 37526. 2 1.00 40.5 -7.3fJ92~-9.1734. 1 ,1.00110.5,... -3'076.-4.829. 2 1.00 47.o +1143a2.+198729. T~tRii-:--;:01a;-Bc-RYY-= 2. 065, wLEN/ (Tc RYY). = 132_. 3·61 WGRKING LENGTH _::::; 22 • 9·17 F.T · · . . ~ · MAXIMUM SPACING FOR 'BC BRACES= 41.291 --------------------------, ' " "• .~ ~· '. I -' B NDING RATIO .0000 .0000 .0000 • 00.00 .0000 .0000 .0000 .0000 .0000 • 0000, COMBINED RATIO • 5.990 .7954 .5990 • 642,4 .:8775 .9013 .6424 • 599·0 .7954 .5990 16200.0 LBS. 64800. 0. LBS. • REQ FILLET AVBL WE~D SIZE WELD SLOT 20~5X .375 16.8+ 4.aB 2.0X .138 4.2+ .O 19{9X .250 lS.5+ 6~3B 13 •. 3X .• 163 1.6.,5+ .OB 2 .IOX • 13 8 4 •. 2+ ·• 0 11.5X .188 16.5~ .OB 11.5X .188 .16.5+ ~OB 2.ox .1~8 4~2+ 40 13.3X .163 16.5+ .OB 19.9X .250 15i5+.6~3R 2.ox .138 4.2+ .o 20.5X .375 16.~+ 4.8B •-- PURITAN -BENNETT 94-9-432 LIST 16 May_21, 1990 G3 35DG O 23' 3" 35G 4N 43.20K ------------~---------------------------------~----------------------------~--**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH 35.00 BS LENGTH 23-3 0/0 SPACING STRUT STRUT INCHES LOADS 06-00 0/0 .5 IN .5 IN .48 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 95.00 KIPS. CONCENTRATED 43.200 KIP(S) TOTAL AT PP 3 5 7 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 22.9167 4-1 1/2 4-1 1/2 LEFT VAR DIM 1-6 0/0 VAR DIM INTERIOR PANELS 1-6 0/0 2 AT 6-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 4-1 1/2 4-1 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 35 0/.0 32 5/8 35 0/.0 35 0/.0 (ACTUAL) 32 5/8 32 5/8 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 32.656 2 -.687 2 .o 32.656 Vl .ooo 3 43200.0 32.656 3 1.814 4 .o 32.656 4 -.907 5 43200.0 32.656 V2 .ooo 6 .o 32.656 5 .907 7 43200.0 32.656 5R -.907 8 .o 32 .. 656 V3 .ooo 9 .o 32.656 4R .907 10 .o .ooo 3R -1.814 11 .o .ooo V4 .ooo 12 .o .ooo 2R .687 ----------------**CHORD DESIGN** STEEL FY = 50000. ---------------- AXIAL LD AXIAL LD IN WEB TOP CHORD + 114382.3 94256.4 .o 94256.4 73992.1 .o + 32149.3 153786.8 .o 153786.8 32149.3 .o 32149.3 153786.8 .o 153786.8 + 32149.3 .o 73992.1 94256.4 .o 94256.5 + 114382.4 .o PSI AXIAL LD BOT CHORD .o .o 129974.7 .o .o 177599.0 .o .o 129974.6 .o .o .o AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 12567.5 .4189 .o .o .0000 .4189 LEND PANEL MP 12567.5 .5562 .o .o .0000 .5562 L VAR PANEL PP 12567.5 .4189 .o .o .0000 .4189 L VAR PANEL MP 12567.5 .4493 .o .o .0000 .4493 INT PANEL PP 23679.9 .7893 .o .o .0000 .7893 INT PANEL MP 20504.9 .7721 .o .o .0000 .7721 R VAR PANEL MP 12567.5 .4493 .o .o .0000 .4493 R VAR PANEL PP 12567.5 .4189 .o .o .0000 .4189 REND PANEL MP 12567.5 .5562 .o .o .0000 .5562 REND PANEL PP 12567.5 .4189 .o .o .0000 .4189 PURITAN "'.'." BENNETT. · . , 94-9-432 LIST 16 · G3 . SEC DES<::!RIPTION -••• M~~ .. 2·1, .. 1990 AXIAL-LOAD K I FLRS LENGTH tc ·63 L 4 X 4 X.500 BC 6i L 4 X 4 X.438 1'53787 ~ 1.00' KL/R 34~7 3772 .• lDEV 4 23.;.: 3 0/.0 177599. 1.00 91.8 .OREQ 0 23-2 0"/0 SEC DES'CRIPTION 1581.lREQ TL AXIAL STRESS ·CBRMP I B.C 61 LL366 L!vE4Lolo4 5~V T6T.AL :J10AD FOR DEF:J;.i ·**END P4lliEL DESIGN** ·-------------------~ -- 26810 •. · .8937 11.709.2 PLF, L/240 LIVE LOAD 73q2.1 PLF. ·**ADDITI'ONAL TC AXIAL LO~D 'DESIGN** -~--------~--------------~----------\ -TENSION -.AXIAL . SEC FORCE TC 63 95'000. LEND PANEL PP L END'PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP . . .INT PANEL MP RVAR PANEL MP R VAR PANEL PP REND PANEL MP REND-PANEL PP -,-~----~----·--**WEB DESIGN** ----------~-~- !~It~s 12666.7 AXIAL FORCE 189256.4 18925Ei.4 18·9256. 4 189256.4 272598.9 248786. 8. 189256.4 189256.4 189256.5 18,9256. 5 STEEL FY. - WEB NO DES.CRIPTION . 2 61 L 4 X 4 X.438 Vl 17 Ll-1/ 2X1-,1/2X.13.8. B 48 L 3 X 3 X.313 4 27 L 2 X 2~· X.188 V2 17 Ll-1/2Xlc-1./2X.138 5 31 L 2 X 2 X.232 5R 31 L 2 X Z X.232 V3 17 Ll:.;;.1/2Xl-1/2:X.138 ~R 27 L ·2 X 2 X •. 188 · 3-R 4·8 L 3 X · 3 .X. 313 V4 17 L1-,1/2Xl-1/2X.138 2R 61 ~ 4 X 4 X.438 -~----------~~--~--~---~-*~BE.IDGING REQUIREMENTS** ~~----~---------,-~~------ AXIAL RATIO .3175 AXIAL STRESS 25234.2 2523'4.2 2523·4. 2· 25234.,2 36346~5 33171.6 25234.2 25234.2 '25234.2 25234.2 -C'OMPRESSION -AXIAL BENDING RATIO STRESS ·• 6.324 . • 0 .8397 .o .6324 .o • 6782 • 0 .9109 .o .9391 .o .6782 .o • 6324 • 0 .8-397 • o .63~4 .o 50000. PSI. MIN VERT·SHEAR = END REACTION= · . REQ . DEV Q .K KL/RAX LOAD AX LOAD 2 1.-00 47.0 +114382~+198729~ 1 1.-00 110.5 -3076.-4829. 2 1.00 40.5 -73992 • .., 91734. 2 1~00 78.7 + 32149.+ 42999. 1 1: .• 0.0 110 .• 5 -3076.-4829. 2 1.00 79~5 ~ 32149.-, ~3410. 2 1.00 79.5 ~-32149.-33410. 1 1 .• 00 J,10.5 -,.3076.-. 4829. 2 .1 .• 00 78. 7 + 32149 • .+ 42999. 2.1.-00 40.~ -73992.+ 917~4. 1 1.00· 110 •. 5 -3076.-4.829. i 1 .·oo · 47-. o +114382. +198729. IDEV = 17563.7 B. DEPTH 6 0/.0 6 0/0 33% PLF BENDING COMBINED RATIO RATIO • 0000 • 6324 • 0000 .8397 • 0000 • 632·4 .0000 .6782 .0000 .9109 .0000 .9391 .0000 :6782 .0000 .6324 • 0000 :8:397 .0000 .6324 1~200.0 LBS. . 6?J,80.0. O LBS. REQ FILLET AVBL ,WELD SIZE ·WELD SLOT 20~5X .375 16.8+ 4.8B 2LOX .138 4.2+ .O 19L9X .250 15.5+ 6.3B 11L5X .188 16.5+ .OB 210X .138 4.2+ .-0 11l5X .188 16~5+ .OB 1115X .188 16.5+ .OB 2lOX .138 4.2+ .O · 11J5X .188 16.5+ .OB 19J9X .250 15~5+ 6.3B 2JOX .1~8 4~2+ .-0 20J5X .375 16.8+ 4.8B TC_ .RYY = 2 •. 078, BC RYY-= 2.065, W]_jE.N/ (TC RYY) -132.361 WORKING LENGTH= 22.917 FT MAXIMUM SPACil'fG FOR Bc· BRACES 41. 291 ---------.------.--- ~-.. H .. •,. 1· . :~. · .. i. . ' .. . . ,, ' -:-~-. -~ . ::~ :-·--:··~· ·:· PURITAN -BENNETT 94-9-432 LIST 16 G12 35DG 0 • 23' ·- May 21, 1990 311 35G 4N 43.20K **JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 35.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .48 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 85.00 KIPS. CONCENTRATED 43.200 KIP(S) TOTAL AT PP 3 5 7 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 22.9167 4-1 1/2 4-1 1/2 LEFT VAR DIM 1-6 0/0 VAR DIM INTERIOR PANELS 1-6 0/0 2 AT 6-.0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 4-1 1/2 4-1 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 35 0/0 32 s 18 35 0/0 35 0/0 (ACTUAL) 32 518 32 518 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 32.656 2 -.687 2 .o 32.656 Vl .ooo 3 43200.0 32.656 3 1.814 4 .o 32.656 4 -.907 5 43200.0 32.656 V2 .ooo 6 .o 32.656 5 .907 7 43200.0 32.656 SR -.907 8 .o 32.656 V3 .ooo 9 .o 32.656 4R .907 10 .o :ooo 3R -1.814 11 .o .ooo V4 .ooo 12 .o .ooo 2R .687 ----------------**CHORD DESIGN** STEEL FY = 50000. ---------------- AXIAL LO AXIAL LO IN WEB TOP CHORD + 114382.3 94256.4 .o 94256.4 73992.1 .o + 32149.3 153786.8 .o 153786.8 3214.9. 3 .o 32149.3 153786.8 .o 153786.8 + 32149.3 .o 73992.1 94256.4 .o 94256.5 + 114382.4 .o PSI AXIAL LD BOT CHORD .o .o 129974.7 .o .o 177599.0 .o .o 129974.6 .o .o .o AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 12567.5 .4189 .o .o .0000 .4189 LEND PANEL MP 12567.5 .5562 .o .o .0000 .5562 L VAR PANEL PP 12567.5 .4189 .o .o .0000 .4189 L VAR PANEL MP 12567.5 .4493 .o .o .0000 .4493 INT PANEL PP 23679.9 .7893 .o .o .0000 .7893 INT PANEL MP 20504.9 .7721 .o .o .0000 .7721 R VAR PANEL MP 12567.5 .4493 .o .o .0000 .4493 R VAR PANEL PP 12567.5 .4189 .o .o .0000 .4189 REND PANEL MP 12567.5 .5562 .o .o .0000 .5562 REND PANEL PP 12567.5 .4189 .o .o .0000 .4189 !J?URITAN -'BENNETT . May.·21.,. J,990 , 94.,.9-43,2· LIST . 16 G12 S·EC DESCRIPTION ~C 63 L 4 X 4 BC 61 L 4 X 4 SEC DESCRIPTION X.500 X.438 AXIAL.LOAD K KL/R . 15 3 7·8 7 • 1. O O 3 4 • 7 17759~. 1.00 91.8 AXIAL'STRESS CBRMP -26810. .8937 I I FLRS 377.2.lDEV 4 . • OREQ 0 1581.lREQ TL I LENGTH 23.-3 :oto 23-2 010 BC 61 L. 4 X 4 X .• 4 3 8. L/360 LIVE LOAP DEV·= I TOTAL LOAD FOR DEFL ::;:. 11709.2 PLF, L/2·40 LIVE LOAD 7.3·62 .1 PLF~ . · IDEV = 17563.7 PLF ~------~----~------- KL/R 60.7 60.7 FLR WEB TO .END BASEL· NGM NGM 0 . V 4~ 1 1/2 EP VP (J V 4-·1 1 /2 EP VP B. DEPTH 6 0/0 6 010 '**ADDITIONAL. TC AXIAL LOAD DESIGN** AJ.iLOWABLE STRESS INCREASED 33% ~----~----~------:---------'-----------~--TENSION -AXIAL AXIAL. - SEC .FORCE STRESS ~c 63 asooo. 11333.3 LEND.PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP 1 INT' PANEL PP . :tNT PANEL MP· R VAR PANEL MP R VAR PANEL PP R. END PAN·EL MP · REND PANEL PP ~---~---------**WEB· DESIGN** --------------' . --. AXIAL FORCE 1-79256.4 1792·5'6. 4 179256~4 179.256.4 262598.9 238786.8 179256.4 1792"56. 4 179·256. 5 '.!-79256.5 STEEL FY --- WEB NO DESCRIPTION 2 61 L . 4 X.. 4. X. 43 8 Vl 17·Ll-1/2Xl-1/2X.138 3-. 4 8 L 3 X 3 X •. 313 4 25, L 2 X 2 X.163 ~2 17 Ll-1/2Xl-1/2X.138 ~ 31 L 2 X 2 X.2~2 :5R 31 L_ 2. X 2 X.232 V3 17 Ll.,.1/2Xl-1/2X~l38 4R 25 L 2 X Z X.163 3R 48 L 3 X 3 X.313 V4: 17 Ll..-1/2Xl-1/2·X.138 2·R 61 L 4' . X 4 X. 438 -~------------------~----*1*.BRIDGl;NG REQUIREMENTS** ' ' ' ----------------------------- AXIAL RATIO .2840 -COMPRESSION -·AXIAL AXIAL BENDING BENDING S.TRE_SS RATIO STRESS RATIO 23900.9 .5990 .o .0000 23900.9 .7954 .o .0000 23,900,. 9 .-5990· • 0 • 0000 23900.9 .6424 .o .0000 35013.2 .8775 .o .0000 31838.2 .9013 ~o .0000 23900.a .6424 .o .0000 23900.8 .5990 .o .0000 23:900. 9 • 7954 • 0 • 0000 23-900 "'9 .. 59~0 • 0 • 0000 COMBINED -RATIO .5990 .7954 .5990 .6424 .8775 .:9.013 .6424 .5990 .7954 .5990 50000. PSI.· M~NVERT SHEAR== lp200.0 LBS. ·. -. ii8 REAC5j~N = R~6 8 i~i£E~Bf VBL - Q2 K KL/R AX LOAD A~ _'J:iOAD WEfD SIZE WELD SLOT 1.00 47.0 +114382.+19872.9. 20.5X .375 16.8+ 4.8B 1 1.-00 110.5 -.3076.-4829. 210X .138 4.2+ .O. 2 1.-00 40.5 ~ 73992.~ 9173~. 1919X .250 15.5+ 6.3B 2 1.00 7·8.3 + 32149,.+ 37526. 13l3X .163 16.54-.OB 1 1.00 110.5 -.3076~-: 4829. 210X .138 4.2+ .O 2' 1.00· ·79_'5 -32149.-33410. lll5X .188 1.6..5+ .OB 2 1.00 79.5 .,. 32149.-33410. 11J5X · .188 16.5+ .OB 11.00110.5 -3076.-4829. 2JOX .138 4.2+ .O 2 1.00 78.3 + 32149.+ 37526. 13J3X .163 16.5+ .OB 2 1.00 40.5 -73992~-91734. 19J9X .250 15.5+ 6.3B 11.00110.5 -3-016.-. 4829. 2Jox .138 4~2* .o 2 1.00 47.Q +ll43~2.+19872Q. 20~5X .375 16.S+ 4.8B TC RYY = 2.078, BC RYY = i'.0Ef5, WLEN/(TC RYY) ·= 132.361 ~~mig ~~fgi~G=Fo~2B61liJEEs = 41.291 . · ~---~--~-~------~-~~~--~- -, ... :/:\; -.__·:· . ·:_..::,, ... /· ·::,t~ .... , .. :::/~:](:::rj::·:('\· .. :-:,.·: -. ·r ':" . ' ,:_: ( -.. ". · ....... ,•~ > •: .~ \ ; •I : f <' • ._ ~ .. • • :,, • ~ ".'!, . ·-' • ',v ' . ··~ > ••• ' ., •• .. -:·:,ii=:::_:f \,::-~/;:;~t:/1~~,,.;:;:--~::::-t~·-2t=t:~;_:).:~·-/.-:: ·: __ · .... _,. ·_. :.~--_\· •••• ·'~-'. ·-··'-,. _..,,'"--•'· <, •• 1 '"'":..' • .... ~----... ,. ..... --... • ..-:~ .. -.. .: ... ~.~ ·~.:-·,~~-~. _.....,.' PURITAN -BENNETT 94-9-432 LIST 16 G8 35DG 0 •• • May 21, 1990 23' 3" 35G 4N 21.60K **JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS JOIST SPACING 06-00 0/0 LEFT END RGHT END -VULCRAFT ENG DEPT** ACTUAL DEFL POINT DEPTH BS LENGTH 35.00 23-3 0/0 STRUT STRUT .5 IN .5 IN **LOAD CRITERIA** -----------------TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 95.00 KIPS. CONCENTRATED 21.600 KIPiS) TOTAL AT PP 3 CONCENTRATED 21.600 KIPS) TOTAL AT PP 4 CONCENTRATED 5.000 KIP() TOTAL AT PP 3 5 7 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH INCHES LOADS .51 TL REQ .00 LL TOTAL LOAD KIPS 21.600 21.600 LIVE LOAD KIPS .ooo .000 MOMENT DISTANCE 11-7 1/2 17-7 1/2 PROXIMITY IN INCHES .00 .oo FROM LOAD PP TO PP SUPPORTING WEB MEMBER TC TC 5 5 7 7 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 22.9167 4-0 0/0 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-0 0/0 4-0 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 35 0/0 32 3/8 35 0/0 ·32 3/8 35 0/0 32 3/8 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 32.427 2 -.705 2 .o 32.427 Vl .ooo 3 26600.0 32.427 3 1.663 4 21600.0 32.427 4 -.901 5 43200.0 32.427 V2 .ooo 6 .o 32.427 5 .901 7 43200.0 32.427 5R -.901 8 .o 32.427 V3 .000 9 .o 32.427 4R .901 10 .o .ooo 3R -1.663 11 .o .000 V4 .ooo 12 .o .000 2R .705 LEFT RIGHT VAR DIM VAR DIM 1-7 1/2 1-7· 1/2 INTERIOR PANELS 2 AT 6-O 0/0 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 114170.6 93315.1 .o .o 93315.1 .o 76759.3 .o 132872.6 + 58543.2 176371.1 .o 21600.0 176371.1 .o 26269.4 .o 195889.7 38278.1 167448.5 .o .o 167448.5 .o + 38278.1 .o 139007.3 80303.3 97623.4 .o .o 97623.4 .o + 119441.7 .o .o ''.· - . ' ' ~ > ,. • .. , , . .-:.-·._:_.:-:·_ .·:· ', ', .. '' : .. ···.~--- ' ~-~-·: ,: : : ' ' . ,;PUIUTAN -BENN.ET.T . , . 94.-9-432 LIST 1.6 . GB ·- May· ~!1, 199·0 ... ~~------~---~-~-' **CHORD DESIGN** STEEI,, FY = 50000 •. PSI -:---·----!'---·-:-------AXIAL. · .AXIAL · MOMENT BENDING STRESS. L END PANEL PP·. 11140. 4 RATIO UNI LOAD STRESS • 3 71,3 . ·• 0 • 0 LEND PANEL MP 11140.4 L. VAR PANEL PP 1114',0: 4 •. 4562 • O· • 0 .3713 •. o • 0 . L VAR PAN-EL .MP· 1:114·0. 4 .• 4·0:14 · · . -~'ff • 0 ·· ·INT PAN-EL PP 2338·6.1 INT PANEL MP 21055.9. .7795 .o .-0 • 78·83 •. 0 .·O R VAR PANEL MP 11654.7 .419.9 • 0, • 0 R VAR PANEL· PP 11654.7 .3885 .• o .o REND PANEL MP 11654.7. R END PAN~L PP 11654-. 7 .4773 .o .o .3885 .o .o SEC DESCRIPTION BENDING RATIO. .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 • o·ooo .COMBINED .RAT.IO .3713 • 4'562 .3713 .4014 .7795 .• 7883 .4199 .3885 .4773 .3885 TC 64 L 5 X 5 X.438 BC' 61 L 4 X 4 X.438 AXIAL LOAD ·K KL/R . :t . 176371~-1.00 29~3-3919.6DE1 195890. 1. 00 9;1 .• 8 • OREQ FLRS 4 0 TL LENGTH· 23.,.. 3· 0 /.0 23-.2 0/0 SEC .DESCRIPTION BC 61 L 4 . X. 4 X. 438, L/360 LIVE LOAD DEV TOTAL LOAD FOR DEFL 1731. 8REQI AXIAL STRESS CBRMP . . 2957.1. • 9ff57 . I = 12167~0 PLF, I,,/240 I,,IVE LOAD DEV= 1825·0.~ = . s~o 6'3 • 6 -PL?. . . PLF ~---~--~----------""!'"'----~*END PAN~L DESIGN*~ . --------------------' AXIAL LOAD K KL/R FLR . -WEB :rl.EFT . 9331-5.1 1.00 46.6 0 V TO END-BASEL NGM NGM B. DEPTH 6 0/0. RIGHT 97623.4 1.90 46.6 . 0 V ------------:--~-------~------~--~---**ADDITIONAL TC AXIAL LOAD DESIGN,** 6 o,o 4:--0 0 / 0 EP \ VP 4-0 0/Q EP VP ~LLOWABLE STRESS INCREASED 33% -!------.:..-~~--~~--_;~~---~;...--~~------ AXIAL SEC FORCE -TENS·ION -· AXIAL AXIAL 'RATIO • 2'·842 64 9500-0. LEND PANEL PP L'END PANEL MP-L VAR 'PANEL PP L VAR PANEL MP ; INT PAN·EL PP · INT PANEL MP R VAR PANEL MP ·R VAR PANEL PP R.END PANEL MP R· END PANEL PP .. S.TRESS ;I.1341.5 AXIAL .FORCE 18·8315 .1 18831.5.1 18831·5.1 188315.1 .2·9088-9. 7 271371.1 192623. 4 192,623.4 . 192623.4 1'926-23 .4 AXIAL .STRESS 22481.9 . 22·481.9 224.8:1. 9, . 2.2·481. 9 ~-3 4 7·2 7 .,, 7 , ~J 323·97 .·4 2'2996.2 .2'2996 .2 22996.2 ?2996 •. 2 -COMPRESSION -AXIAL BENDING RATIO STRESS .563, .o .6922 .o .:5.63.5 .· .·o • '609'0 • O • 8.704 ·• 0 • 9-119 • 0 • 623·0 • 0 .5763 .o • 7,oa1 .• O· • 576:3 .·• 0 ~1~~~=~~~~~~~~ S';['EF;L FY= 50000. · PSI. MIN. VERT . SHEAR = . .. END -REACTION = WEB NO DESCRIPTION . 2 61 L 4 X 4 X.43£ Vl 17 Ll-1/2Xl-1/2X,1~8. Q 2 1 ·2 2 · 3 4 8 L ·3 · X 3 ·x. 313 · •4 ;39 L2.,..1/2X2-1/2X.250 V2 22 L 2. X 2 -X.137 . ~2 : VG 4 .X 1. X 9 5 27 L 2 X 2 X~188. '5R 33 t2-l/2-X2-1/2-X.197 .. ·y3 · 1:7 Ll....:11/2Xl-1/2X.138 ...... -' ... ,,-. -~ ·_ r ,, I, , ' •. ' . ',t. - 2 _. 2 ' ·1 . .REQ : OEV. . K KL/RAX 'LQAD AX LOAD 1.00. 45.~_+114171~+198729. 1. 0.0 l.OQ. 7 -3,527. -4897 .• 1.00· 41.1 -7'6759.-.91433. 1.00 · 63.0 + 5.8'54-3.+ 712"50. 1.00, 51.9 -21600.-22836 • 1. 00 . 7'8. 5 -262'69. -2'767.9. 1.00 62.4 ,"':' 382•78.-40233. 1.00: 109.7 -~527.-4897~ -~ . --·. "'~-.. --~ .. --.. -:.:;.--·-~-··-~-~·· -~ ~·, '\ _,_ . .., B NDING RATIO .0000 .0000 .0000 .0000 .0000 • 0.000 .0000 .0000 .0000 .0000 COMBINED RATIO .5635 .6922 • 5:635 • 609'0 ,/,\,', ~8704 .9119 .6230 .5763 • 7·08,1 .5763 17\204. 6 LBS. 68·818. 5 LBS. REQ FILLET AVBL WE]D SIZE WELD SLOT 20.5X .375 17.1+ 4.8B 2.ox .138 4.2+ .~·0' 20.6X .250 15.8+ 6.3B' 21.0X .188 16.8+ '7~1B 10-. 1 6X .137 15~3+ .OB 9.~X .188 16.9+ · .OB 13.~X .188 16~8+ .OR 2.ox .138 4.2+ .o • .PURITAN -BENNETT 94-9-432 LIST 16 GS **WEB DESIGN** STEEL FY WEB NO DESCRIPTION 4R 27 L 2 X 2 X.188 3R 48 L 3 X 3 X.313 V4 17 L1-1/2Xl-1/2X.138 2R 61 L 4 X 4 X.438 **BRIDGING REQUIREMENTS** ------------------------- = 50000. Q2 K 1.00 2 1.00 1 1.00 2 1.00 • May 21, 1990 · PSI. MIN VERT SHEAR= 17204.6 LBS. END REACTION= 68818.5 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 78.5 + 38278.+ 42999. 13.7X .188 16.9+ .OB 41.1 -80303.-91433. 21.6X .250 15.8+ 6.3B 109.7 -3527.-4897. 2.0X .138 4.2+ .0 45.9 +119442.+198729. 21.5X .375 17.1+ 4.8B TC RYY = 2.460, BC RYY = 2.065, WLEN/(TC RYY) = 111.805 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 41.291 NOTE: DOUBLE ANGLES REQUIRED FOR VERTICAL WEBS AND/OR W2D · .... -'-. ':.. ·.', .. ··""·:·: __ .,.,., • . · PURITAN -;BENNETT · ..... · ···· May 2l, 1990 : 9·4-9-432: LIST i6 . G4. . . 3.5DG . :o 23' 3 11 3,5G 4N 4'.3. 20K ~ ... -----------,-------------~-----~-... --~--------,-----------------------------~--~~JOIST GIRDER DESIGN REQUIREME:N.TS** SJI s,P;E:CS VULCRAFT ENG-DEPT** .... ---------.... -----------JorsT _____ LEFi-ii;""RctHT-iNo ......... ------icTuiL-oiFL-PbrNi __ _ : DEPTH BS· LENG.TH · SPACING STRUT . STRUT INCHES LOADS :35 •. OQ: 23-3 0/0 · 06-..00· 0/0 • 5 IN • 5 I;N • 51 TL REQ .00 LL --------.--.-----,--**LOAD CRITERIJ!.·** . ' . ------------------TO.TAL LOAD = 0 • .PLF, LIVE LOAD = O • '.)?LF. ' TOTL LOAD DEFLECTION S~EGIFIE.D AS L/240 CONCENTRATED· 4 3 • 2 0 O' KIP (S') TO'l'AL AT PP 3 5 7 --------~-~--~------**BASIC DIMENSIONS*-* ~------------------~---~ .. LEFT RIGHT .. :wK LENGTH END PANEL END PANEL ; .22:. 9.167 4-1 1/2 . 4-.,1 1/2 LEFT RIGHT VAR DIM VAR DIM INTERIOR PANELS' 1...; (? 0/0. 1..., 6, 0/0 2 AT 6-0 0/0 LEFT TC RIGHT. T.C END PANEL END PANEL A.-DIM B-DIM 4~ 1 1/2 4-;I; 1/'?, 5-7 1/2 5-7 1/2 DEPTH DEPTH DEPTH LEFT 3:5 0/.0 ;3:2 5/8 -CENTER RIGHT' 35 0/.0 35 :01.0· (ACTUAL) 32 518 32 5/8 ·(EF]f) · ------------------*;*TRUSS ANALYSIS** -,-----~---... -----~-EFF WEB WEB-pp LOAD..,. LBS, DEPTH MEM SLOPE 1 • ·o 32.678 2 . -.• 688 2 • o· 32. 678 Vl .000 3 .43200.0 . 32-.678 3 1 .• 815 4, .o 32.678 ·4 ··-. 908" 5 43,2,00. 0 3·2.·678 V2 .000 6 .o 32. 67S. 5 « .908 7 43'200.0 32.678 5R -.908 8 .o 32.678 V3-.00Q 9 .·0 32:678 u,'4R • 908. 10 • .0: .ooo N,3R .-1.815 11 .o .ooo V4 .ooo 12 ·-·-• 0 ,_ •. 000. 2R .(>88 --"' ,-. ----------------**CHORD DESIGN** STEEL FY -50000. ----------------'' . . " 'AXIAL AXIAL STRESS' RATIO- LEND PANEL J?P ,14219 • .2. ~4.74,0 L.END PANEL.MP 14219.2 .6285 t'~~ ~~It pp' 14219. 2 • 4,740 Ml? 14219.2 . ' .508-2 INT PANEL .PP ,26791. 9 • ·893'1 -INT PANEL MP ... 23.199. 7 -.~8745 R VAR PANEL MP 14219 •. 2 ·• 5082 , ·R1V-AR PANEL·pp· --'142:19. 2 •. 4740. R·END PANEL MP 14219.2 .6285 R END PANE:µ PP-1':];219. 2 .4740 ', < .. ':_: .' . ~ AXIAL.LO IN .. WEB + 1143-.29.4 .o 13,980-. 4 + 32'13.7 .• 3 . • 0' ~ 3:2137. 3, -3·2137. 3 ... • 0 + 321~7. 3, -73980. 4 . .... 110: +.114329.5 i?SI _ MOMENT. -UNI LOAD .o .o .o ~o .o .o .o • 0 ... o, • 0 • "* ' ' • • -~ ' AXIAL LD TOP.CHORD 94192.3, 94192.3 . • 0 153682.1 .153.68"2 .1 ' .• 0 153682.1 153682.1 < • 0 94192.2 94192.3 . • 0 BENDING. S';rRESS .o .o .o .o .o .o .• ·O .o .o ~o .. i AXIAL LD BOT CHORD .o .o 129886.2 • 0. .o 177478.0 .o .o 129886-.1 ? • 0 .o .0 BENDING COMBINED RATIO RATIO .0000 ,.4740 .0000 .,6285 .0000 .4'740 .0.000 • 5082' .0000 .8931 .0000 •. 8745 .0000 • 50.82, .0000 • 4,740 • 0.000 .6285 .0000 .4740 . r .:. : .. ,~ !', ••• .. ..... ~- PURITAN -BENNETT 94-9-432 LIST 16 G4 TC BC SEC DESCRIPTION 61 L 4 X 4 61 L 4 X 4 • May 21, 1990 X.438 X.438 AXIAL LOAD K 153682. 1.00 177478. 1.00 KL/R 34.9 91.8 SEC DESCRIPTION AXIAL STRESS CBRMP BC 61 L 4 X 4 X.438 26792. .8931 • I FLRS 3556.8DEV 4 .OREQ 0 1581.lREQ TL LENGTH 23-3 0/0 23-2 0/0 L/360 LIVE LOAD DEV= 11040.7 PLF, L/240 LIVE LOAD DEV= 16561.1 PLF TOTAL LOAD FOR DEFL = 7362.1 PLF. **END PANEL DESIGN** --------------------AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 94192.3 1.00 RIGHT 94192.3 1.00 60.5 O V 60.5 0 V 4-1 1/2 EP 4-1 1/2 EP VP 6 0/0 VP 6 0/0 --------------**WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= END REACTION= -------------- WEB NO DESCRIPTION 2 61 L 4 X 4 X.438 Vl 17 Ll-1/2X1-1/2X.138 3 46 L 3 X 3 X.281 4 25 L 2 X 2 X.163 V2 17 Ll-1/2X1-1/2X.138 5 31 L 2 X 2 X.232 5R 31 L 2 X 2 X.232 V3 17 Ll-1/2Xl-1/2X.138 4R 25 L 2 X 2 X.163 3R 46 L 3 X 3 X.281 V4 17 Ll-1/2Xl-1/2X.138 2R 61 L 4 X 4 X.438 -------------------------**BRIDGING REQUIREMENTS** ------------------------- Q 2 1 2 2 1 2 2 1 2 2 ·1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 REQ DEV KL/RAX LOAD AX LOAD 47.0 +114329.+198729. 110.6 -3074.-4822. 40.3 -73980.-82896. 78.3 + 32137.+ 37526. 110.6 -3074.-4822. 79.5 -32137.-33402. 79.5 -32137.-33402. 110.6 -3074.-4822. 78.3 + 32137.+ 37526. 40.3 -73980.-82896. 110.6 -3074.-4822. 47.0 +114329.+198729. TC RYY = 2.065, BC RYY = 2.065, WLEN/(TC RYY) = 133.202 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 41.291 16200.0 LBS. 64800.0 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 20.5X .375 17.2+ 4.8B 2.0X .138 4.2+ .o 22.8X .218 15.8+ 7.2B 13.3X .163 16.8+ .OB 2.0X .138 4.2+ .O 11.5X .188 16.8+ .OB 11.5X .188 16.8+ .OB 2.0X .138 4.2+ .O 13.3X .163 16.8+ .OB 22.8X .218 15.8+ 7.2B 2.ox .138 4.2+ .o 20.5X .375 17.2+ 4.8B • • PURITAN-BENNETT . May 18, 1990 94-9-432 LIST 18 T50 32LH 306 39' 10-1/411 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** BRIDGING DEPTH BS LENGTH SPACING LEFT END RGHT END STANDARD STANDARD 32.00 39-10 1/4 13.2 **LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= 337. PLF. **BASIC DIMENSIONS** LEFT RIGHT RIGHT ACTUAL DEFL INCHES 1.27 TL .40 LL WK LENGTH END PANEL END PANEL 39.5208 5-3 0/0 5-3 0/0 LEFT VAR DIM 1-4 1/8 VAR DIM INTERIOR PANELS 1-4 1/8 5 AT 5-4 0/0 DEPTH LEFT 32 0/0 30 118 LEFT TC RIGHT TC END PANEL END PANEL 3-11 0/0 3-11 0/0 DEPTH DEPTH CENTER RIGHT 32 0/0 32 0/0 (ACTUAL) 30 718 30 718 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 573.8 30.894 2 -.506 2 983.3 30.894 2D -1.931 3 817.6 30.894 3 1.916 4 816.0 30.894 4 -.965 5 816.0 30.894 V2 .ooo 6 816.0 30.894 5 .965 7 816.0 30.894 6 -.965 8 816.0 30.894 V3 .ooo 9 816.0 30.894 7 .965 10 816.0 30.894 8 -.965 11 816.0 30.894 V4 .ooo 12 816.0 30.894 SR .965 13 817.6 30.894 7R -.965 14 983.3 30.894 V5 .ooo 15 573.8 30.894 GR .965 16 .o .000 5R -.965 17 .o .000 V6 .ooo 18 .o .000 4R .965 19 .o .000 3R -1.916 20 .o .000 2DR 1.931 21 .o .000 2R .506 AXIAL LD IN WEB + 12113.0 1107.4 5064.3 + 5286.7 816.0 4111.9 + 2937.1 816.0 1762.2 + 587.4 816.0 + 587.4 1762.2 816.0 + 2937.i 4111.9 816.0 + 5286.7 5064.3 1107.4 + 12113.0 TCX.LEFT 1-6 1/2 TCX RIGHT o-0 0/0 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 10806.1 .o 10296.9 .o .o 12640.1 16443.5 .o 16443.5 .o .o 19401.8 21514.8 .o 21514.8 .o .o 22782.6 23205.2 .o 23205.2 .o .o 22782.6 21514.8 .o 21514.8 .o .o 19401.8 16443.6 .o 16443.6 .o .o 12640.2 10296.9 .o 10806.1 .o .o .o ,. . ,• ... '' ,' 4' ' .. '~. ".:. . . ·. PURITAN-BENNETT · , 94-.9·-432 LIST 18 .. T50 May 18, 1990 **CHORD DESIGN** ~------------------STEE.L FY . AXIAL STRESS ,L END PANEL PP 9477. 5 .LEND PANEL MP 9477.5 L VAR PANEL PP 903:0 •. 8 L VAR PANEL MP 9030 .. 8 · . INT PANEL PP 2·0352. 0 INT .PANEL MP 2·0352. 0 R VAR PANEL MP 9030.8 R VAR PANEL J:>P 9030.8 REND PANEL MP 9477.5 REND PANEL PP 9477.5 SEC DESCRIPTION ~c 23 L 2 x 2 x .. 148 BC' 22 L 2 X ·2 X.137 SEC DESCRIPTION 50CJOO. PSI AXIAL MOMENT RAT.IO UNI. LOAD • 3-159 ..:482.9. 3 • 4916 42:65. 9 • 3010 . . -4829. 3 .5071 '351.7 • 6784 -tl.76. 0 ~8566 108~.0 • 5071 · 3-51. 7 ~3010 -4829.3 • fJ,916 · 4:2(55 .• 9 .3159 -482~.3 .AXIAL LOAD K . KL/R 23205. 1.00 '40.4 22783. 1.00 l~l.3 AXIAL· STRESS CBRMP BENDING ·sTRESS 15776.3 5349.6 15776.3 -441.1 7108 •. 5 1364.4 441.1 15776.3 5349.6 15776. 3 BENDING RATIO .5259 .2631 .5259 .0180 .2370 .0574 .0180 .5259 .2631 .5259 I 524.8DEV 1.58. 6REQ 337.lREQ FLRS 2 0 TL COMBINED RATIO .8418 .7547 .826'9 ~5251 .9154 .9140 .5.251 .8269 .7547 .8418 LENGTH 41-e 4 3/.4 30-6 1/4 ac 22 t . 2 X' 2 :K.137 BOTTOM CHORD EXTENSION L/360 LIVE LOAD DEV= TbTAL LOAD FOR.DE.FL= 21923. • 73,08 = 31~-: 6 .7 pft~ L/240 LIVE LOAD DEV = · 306 • 0 PLF. . . 476.4 PLF ----------~---~*TCX DESIG1'f*~ ._ .. ' ' -------------- SEC -·L 23 TC . 40L .BR BENDING MOMENT 48·00. REQ, S .160 DEV S .'279 REQ.I .• 0~2 DEV I ~442 DEFLC IN. .154 BEARING LENGTH DEPTH l-6 1/2 5.00 o-6 0/0 . . --------------------~*END PANEL. DESIGN** ------------.--~------, AXIAL.LOAD LEFT 10806.1 ~IGHT 10806.1 K 1.00 1.00 KL/R FLR WEB TO END BABEL NGM NGM B. DEPTH 72 .2 1 .2D 3.;.11 0/.0 5 0/0 72 .2 1 ~D 3·-11, 0"/0 5 0/ O ~-"!""'--!-________ _ ~*WEB DES:J:GN:** STE.EL FY = 50000. PSI. MI-i-7 VERT SHEAR = 1511. 7 LBS. -END REACTION = 6046. 7 LBS. --------------. . ' WEB NO DESCRIPTION 12 8 .Ll-lf.,4Xl-1/.4X.111 2D 18 Ll-1/2Xl-ll2X.1,45 3 22 L 2. X 2 X.137 4 8 Ll-1/4X1-1/4X~111 V2 8 Ll-l/4Xl..,.1/4X.111 5 22 L 2· X 2 X.137 6 8 L1-1/4Xi.,.1/4X.lll V3 8 L1-,.1Z4Xl-1/4X •. 111' . 7 14 Ll-1Z2Xl-1Z2X.115 .8 8 Ll-1Z4Xl-1Z4X.1.11 V4 8 Ll-1Z4Xl-1Z4X.111 8R 8 Ll-1Z4X1-1/4X.111 7R 14 Ll-1Z2Xl-1/2X.115 V5 8. Ll-1Z4Xl-1/4X.111 6R 8 L1-1/4Xl-1/4X.111 5R 22 L 2 X 2 X.137 V6 8 L1-1/4Xl-1/4X.lll AR 8 L1-1/4XJ,.-1/4X.111 '3R 22 L 2 X 2 X~137 .REQ DEV REQ FILLET AVBL ·Q K KL/RAX LOAD.AX LOAD WELD SIZE WELD SLOT 2 1 •. 00 176.8 + 12.113-.+ 15911. 7.3X .111 10.8+ .OB 1 1:.00 117 •. 9· "!'" 1238~-4448. 2.ox .137 3.3+ .0 1 -l.'20· 105.4 --5064.-6.-9.6-6. 2.5X .137 4.1+ .O 11. 1.00 _180.5 + 52~7.+ 7955. 3.2X .llJ, 3.6+ .O 1.00 125~4 -932.-2520. 2.0X .111 3~1+ .O 11.0~ 112.1 -4112.~ 6280. 2.ox .137 4.8+ .o 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .O 1-~.oo -125~4 -932.-25ao. 2.ox .111 3~1+ .o 1 1.00 149.9 --2116.-2206. 2.ox .1.15 4.o+ .o l 1.0:0 180 .• 5 + 2176 .• + 7955. 2.4X .111 3.6+ .O 1 1.00 125~4 -932.-2520. 2.0X .111 3.1+ .O 1 1.00 ·180.5 + 2'176.+ 7955. 2.4X .111 3.6+ .O 1 1.00·149~9 ~ 217~.--2206. 2.0X .115 4.0+ .O 1. 1.00 125.4 -932.-252:0. 2.ox .111 3 •. 1+ .o 1 1 • Q O · 1·8 O • 5· . + 2 9 3 7 • + 7 9 5 5 • 2 • 4 X . 111 3 . 6+ • 0 -~::f:88. f½~:¼ : . 4§½~:= ~1~8: ~:8~ :½ii j:it :8 1 1.00 .180 •. 5 + '5287.+ 7955~ 3.2X .111 3.6+ .O l 1:20 105.4 -5064.-.6966~ 2.5X .137 4.1+ .O . ,, ., . . . .~ ... :·~··.·.,,. .::~-::·~-·---~1-~=.:~: .. -:~~· ... ··0 :t?.-·.~~-.r~,--·:.~~.:~~:~:·:,::,~.:·:~-~-: :·· ·: --~ ·-· ·:.-:~· · ... : .. -·~· ., :-: : . . .. ·, ,.. ..'. '~ .·.;.;:,,~-:-~::::~ '<·.~.;~~:'.\:~f8£.··~·,.;;~~-,:-.,;.·,_:,_-a·:· .. "·:..-·.·:.··,.-• · ·· .-. ~.,. ,. ·..... ~ . -·' I _' • ' , ~ ~ • < ' :.:·· '.• :. ,· -~ --~ . . -.. ,.. -· .. -··,':• . ,, . · ............ -..... , ,-;--... . . . ,,. .. ' --~---· '; ~ . ---, ·: ,· - • PURITAN-BENNETT 94-9-432 LIST 18 TSO May 18, 1990 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 1511.7 LBS. WEB NO DESCRIPTION 2DR 18 Ll-1/.2Xl-1/.2X.145 2R 8 Ll-ll4Xl-ll4X.lll **BRIDGING REQUIREMENTS**. ------------------------- END REACTION= 6046.7 LBS. REQ DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 1 1.00 117.9 -1238.-4448. 2.0X .137 3.3+ .O 2 1.00 176.8 + 12113.+ 15911. 7.3X .111 10.8+ .OB TC RYY = 1.225, BC RYY = 1.222, WLEN/{TC RYY) = 387.149 WORKING LENGTH= 39.521 FT BRIDGING SPACING STANDARD AT 13.174 FT FOR 2 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R ', ... ,,_ ' •,~. ' ,' -,··,·· . "'-, -. ' i ~,.:PURITAN-BENNETT May 18 , ·1.9 9.b _ .. 94~9-432 ~IST. is ,T51 -. -~2LH 306 39' 6~1/8'' _ _ ;;-LONG-SPAN-JOIST-bESIGN-REQUIREiiENTS;;;-_~---SJI-sPics""" ____ VULCRAFT-ENG-DEPT;; ----~.,.;_ __ ;_. ____ ;__,. ____ BiiroGriG.;. ___ i:iFi-iio .. iic;iicttEi~---------icTuii:-oiFE--~--------- oEPTH BS-LENGTH S·PACING STANDARD STANDARD INCHES __ 3_2.00. 39-6 1/8 -·1:Ll -. -1.27 TL . • 40 LL . . . ------~-----------~*l;.iOAlJ CRITERIA** 1,TOTAL-L6AD-= .. ~-306. PLF, LIVE ]40AD = 96,. PLF. LIVE LOAD DEFLECTION· SPECIFIED AS L/ 3:60 '-TQTL LOAD DEFLECTIO~-SPECIFIED AS Lf'240 :-----~----------~-----~---**TCX/CANT LOAD CRIT;ERiA-** ,----.-----~---------~---, ___ , ~-T.CX LOADS-: · UNIFORM =· 337. '.!?LF. -~----~---~~-~--~---~ **BASI_C DIME~SIONS** ----------------------LEFT RIGHT WK LENGTH END PANEL END PANEL LEFT -RIGHT VAR DIM VAR DIM INTERIOR PANELS 3 9 • l 7 71--5-1 0 / O 5-1. 0/ O LEFT TC_ RIGHT TC END PANEL END PANEL ·3-9 0-/0 3-9 0-/0 ;DEPTH DEPTH. "DEPTH · 1~ 4 :0•/0. 1-4 0/0 5 AT 5-4 0/0 1LEFT CENTER .RIGHT _l32 0/0 32 O{O 32 "0/0 : ~-o r1a -3.o 1/a 30 11a (ACTUAL) - (EF-F) _ TCX LEFT 1-6 1/2 TCX RIGHT o-0 0/0 ------------~-~-~~ **TRUSS ANALYSIS** --~------------~----- pp EF·F WEB ·wE-B AXIAL LD AXIAL LO AXIAL LO LOAD-LBS DEPTH MEM SLOPE -IN.WEB-TOP CHORD BOT CHORD 1 548-~,2 30.898 2. -;5:24 + 117-3'8. 4 1·03-98. 7 .o 2 9'.57. 0 30.898 20 -1. 931. 1077. 'J .99-03 •. 1 .o :3 816.8 30-. 898 3 1. 9'24 ·-50.59 .1 .o 12236.6 4 816.0 30.898 4 . -~·966 + 52·86 .-4 16039.5 .o 5 816.0 3·0-.898 V2 .000 -816.0 1603'9. 5 ., .o .6 .8:16 .o 3.0 .8.98 5 • 96·6 -411!1.:: 6 .o 18997. 4- 7 816.0 30.898 6. -/966 + 29·3'6 .-9 21110.1 .o 8 ---81·6 ~ O. 30.898 V3 • ooo . -· 8:t6. Q . 21:,1.10.1 • 0 . 9 816. O · 30. 89"8 7 .966. 1762.l .o 22377.7 10. .816. 0 · 30.898 8 -.966 + sa7.4 228-00. 3 .o 1-1 816 ._ 0. 30.898 V4 .ooo 81,6.·0 -22aoo·. 3 .o 12. 816.0 ":30.898 SR .966 ·+ 5.87.-4-.o 22377.7-13 1 816.8, 30 ~ 8'98 7R -.:96-6 1762.1 "2111·0. 1 .o 1'4: 957. O· 30.898" V5 .000 a16.-o · 21110~1 .·o 15 548 • .2 30: •. 898 6R .96.6 + 2936~9 .• o 18997.4 116 .o .ooo .5R .... 966 -, 4111.6 16039.5 .o 17 . ·: g •. ooo V6 ~000 816.0 160.39.5 • O· 18 . • 000. 4R .966:, + 5'2,86. 4 .. .o 12236.6 19 .• 0 • obo 3R -1. 92:4 5059.1 9903.1 .o 20 .• 0 : • ooo· 2DR 1~931· -1077."7 10398.7 .o .21 .. o .ooo 2R .524· + ·1173'8~4 • 0 ' .o ' ,• ~ ' ... --... . ,' ....... ·.·.,,.: .· ... ,._ .. :1._,i:·:,:: .. ~ .. -.-~·-~;;-;:f:. ~. ;-:· .. ':-: ··::, :,·.·::--... , •.·.,..::t: .. -::.,···1·~-,.. '..1, , .. _, •. , ,.,, ,..-~ , .... ,:.,.,,: ........... :--1,.~:··:t.·1-.... -: .. :: ... • ... -.: ... :: .. ,. • . . ' ~~-4~·::···:·.-·-' . .:.· ... ~:-. ··_.·--·~.:., .. ~~;~--~ .•' ·-·:-._.·-. -:!•'·,·: .• ' .. ' .. ' -- I •-• • o • • • • •/ •::-: .. ~-, :~ ... •.~: ;:-, >_," .~, • .. _7, • :;. --:•:.... :,_ -,; o ••{-'t:. :.:.. ;~;,~•:.,. • --•;~;,_, p ,_ :.:: -,":, •• ~'-:_ ~::• ~-: •• .: .. • •/ .'':~;•' ,~_:,:i;~;.,,:'< < ,::. •• ~ • •-•• • '• ,. ., ' • ' • • • _, ' ' • •,, • ... ' ,- -···· ;,;·. :.:.:.:·.:.~':i::.:-··-r.:~,.,.,,_. ,-,·•·:; ::,: .. , l , .. -.:;_:·. --·.:..:. :·'-,_-..,,..,:·:'i. "~-:~---~!.:·-: :-: .. -.:~:~·..,_}.·~--: ..... - • ... ~..,.~-~~,.,u' .• ~_·/"•·'1,:, ... ...,,,~·.,-,. ~~"'' .............. t· ..... ,..., .. • ..... ,; .,.,.,·:,~'••· .,. .. ,',",,., ~-,.: .. ..,.. ".',.._,,....-.. ,._,...; • • , ..... :..:-.., ____ •. ~ -,}. ' • --I ': •-: • ._ . ·f .\ . .,. ;. •• • PURITAN-BENNETT 94-9-432 LIST 18 T51 May 18,-1990 **CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 9824.4 9824.4 9356.2 9356.2 21540.9 21540.9 9356.2 9356.2 9824.4 9824.4 SEC DESCRIPTION TC 22 L 2 X 2 BC 22 L 2 X 2 X.137 X.137 AXIAL RATIO .3275 .5100 .3119 .5365 .7180 .9381 .5365 .3119 .5100 .3275 AXIAL LOAD 22800. 22378. MOMENT UNI LOAD -4440.0 3882.8 -4440.0 427.2 -2176.0 1088.0 427.2 -4440.0 3882.8 -4440.0 K KL/R 1.00 40.3 1.00 161.3 BENDING BENDING STRESS RATIO 15588.3 .5196 5180.7 .2589 15588.3 .5196 570.0 .0242 7639.7 .2547 1451.7 .0640 570.0 .0242 15588.3 .5196 5180. 7 • 2589 15588.3 .5196 I FLRS COMBINED RATIO .8471 .7689 .8315 .5607 .9727 1.0021 .5607 .8315 .7689 .8471 LENGTH 41-0 5/.8 30-6 1/8 SEC DESCRIPTION AXIAL STRESS CBRMP 506.lDEV 6 154.5REQ O 328.3REQ TL BC 22 L 2 X 2 X.137 21541. .7180 BOTTOM CHORD EXTENSION= 0-7 0/0 L/360 LIVE LOAD DEV= 314.4 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 306.0 PLF. 471.6 PLF **TCX DESIGN** SEC L 22 TC . 40L BR BENDING MOMENT 4800. **END PANEL DESIGN** AXIAL LOAD LEFT 10398.7 RIGHT 10398.7 K 1.00 1.00 REQ S .160 DEV S .250 KL/R FLR WEB 68.9 1 2D 68.9 1 2D REQ I .092 DEV I .413 DEFLC IN. .154 LENGTH 1-6 1/.2 o-6 0/0 BEARING DEPTH 5.00 TO END BASEL NGM NGM B. DEPTH 3-9 Of.O 5 0/.0 3-9 0/0 5 0/0 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= END REACTION= 1498.5 LBS. 5994.1 LBS. WEB NO DESCRIPTION 2 8 Ll-1/.4Xl-1/.4X.lll 2D 18 Ll-1/2Xl-1/2X.145 3 22 L 2 X 2 X.137 4 8 Ll-1/.4Xl-1/.4X.lll V2 8 Ll-l/4Xl-1/4X.111 5 22 L 2 X 2 X.137 6 8 Ll-1/.4Xl-1/.4X.lll V3 8 Ll-1Z4Xl-1Z4X.111 7 14 Ll-1Z2Xl-1Z2X.115 8 8 Ll-1Z4Xl-1Z4X.lll V4 8 Ll-1Z4Xl-1Z4X.lll BR 8 Ll-1Z4Xl-1Z4X.lll 7R 14 Ll-1Z2Xl-1Z2X.115 V5 8 Ll-1Z4Xl-1Z4X.lll 6R 8 Ll-1/4Xl-1/4X.111 SR 22 L 2 X 2 X.137 V6 8 Ll-1/.4Xl-1/.4X.lll 4R 8 Ll-1/4Xl-1/4X.lll 3R 22 L 2 X 2 X.137 Q 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 K 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.20 REQ DEV KL/RAX LOAD AX LOAD 172.2 + 11738.+ 15911. 117.9 -1206.-4447. 105.3 -5059.-6974. 180.5 + 5286.+ 7955. 125.4 -930.-2519. 112.1 -4112.-6279. 180.5 + 2937.+ 7955. 125.4 -930.-2519. 149.9 -2157.-2205. 180.5 + 2157.+ 7955. 125.4 -930.-2519. 180.5 + 2157.+ 7955. 149.9 -2157.-2205. 125.4 -930.-2519. 180.5 + 2937.+ 7955. 112.1 -4112.-6279. 125.4 -930.-2519. 180.5 + 5286.+ 7955. 105.3 -5059.-6974. REQ FILLET AVBL WELD SIZE WELD SLOT 7.lX .111 10.7+ .OB 2.0X .137 3.3+ .O 2.5X .137 4.1+ .O 3.2X .111 3.6+ .O 2.0X .111 3.1+ .O 2.ox .137 4.8+ .o 2.4X .111 3.6+ .O 2.0X .111 3.1+ .O 2.0X .115 4.0+ .O 2.4X .111 3.6+ .O 2.ox .111 3.1+ .o 2.4X .111 3.6+ .O 2.ox .115 4.o+ .o 2.0X .111 3.1+ .O 2.4X .111 3.6+ .O 2.0X .137 4.8+ .o 2.0X .111 3.1+ .O 3.2X .111 3.6+ .O 2.5X .137 4.1+ .O '' [' .. ' ' .. ;··· .. ' ' . . ' •,• . ' PURITAN-BEI;-INETT. ' 94-9-43-2 LIST 18· 1 T5,l . -May i:8., 1990 I' ----------~---**WEB DESIGN** STEEL FY -50000. PSI. MIN VERT.SHEAR:::::, 1498.5 LBS.· -----------~---. END· REACTION == 5994 .1 LBS. :WEB NO DESCRIPTION . ,REQ , . DEV REQ FILLET AVBL . . Q K · 'KL/R AX IiOAD AX LOAD WELD SIZE, WELD SI,aOT 11.00 111.9 -1206,.-:-4447. 2.ox .137 3.3+ .o 12DR 18 Ll..;.1/2Xl-1/2X.145 · 2:R 8 L1,-1/4Xl-1/ 4X.111 2 1,.00 172.2 + 11738.+ 15911.· '7.lX •. 111 10.7+ .OB ~---~----~-~------~----~-:**BR:J:DGING R~QUIRE;MENTS** ic-iii-:--i:i22~-ac-iai-: _1. 22-2, WLEN;/ (To RYY) = 384. 613 :WORKING LENGTH = 3 9. 1 77 FT. . BRIDGING SPACING STANDARD AT 13. 0,59' FT FO~ 2 ROW(:S) OF H-BRIDGING. ----------------·-----"!'----~ NOTE: END PANEL SHORTENED DUE-TO SLOPE OF WEB W3/W3R - ;' ~ ' .. ' . •, , ,. .. : ...... ·;·--:~-~~·.·.·< · .. : ... :.: :~:; .... :-:·: .. -·.;.;-_~~-: .. :.::~·~; .. ::.· .. ·~-:. .·,:,.--. ..:.· ·=.-.· .. ,.,:.; ... ~·:·,:,·-:·.,-·. / h_ ... · .... -.. .... ,~·~-:_;¥:.-.. l".·~ ·~---:..' •••• -~· ,, •••• ....... ~ -···-· ::..-J.... • .. :::,~~.-~'-,:·~:f~ .. ,~; .... :·~>:<X'h:~.~ :~. :,. __ ,. \. -~~ .. 0 ,:,·:.::. • •.• '.--.. !• .:·· . -:· -~ . • • PURITAN-BENNETT · May 18, 1990 94-9-432 LIST 18 T52 32LH 306 40' 2-1/4 11 --------------------------------------------------------~---------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 40-2 1/4 13.3 1.31 TL .41 LL **LOAD CRITERIA** -----------------TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= 337. PLF. **BASIC DIMENSIONS** LEFT RIGHT LEFT VAR DIM 1-4 1/8 RIGHT WK LENGTH END PANEL END PANEL 39.8542 5-5 0/0 5-5 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-1 0/0 4-1 0/0 DEPTH . DEPTH CENTER RIGHT DEPTH LEFT 32 0/.0 30 7/8· 32 0/.0 32 0/.0 (ACTUAL) 30 7/8 30 7/8 (EFF) **TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 599.3 30.894 2 -.490 2 1008.8 30.894 2D -1.931 3 817.6 30.894 3 1.916 4 816.0 30.894 4 -.965 5 816.0 30.894 V2 .ooo 6 816.0 30.894 5 .965 7 816.0 30.894 6 -.965 8 816.0 30.894 V3 .ooo 9 816.0 30.894 7 .965 10 816.0 30.894 8 -.965 11 816.0 30.894 V4 .ooo 12 816.0 30.894 SR .965 13 817.6 30.894 7R -.965 14 1008.8 30.894 V5 .ooo 15 599.3 30.894 6R .965 16 .o .000 5R -.965 17 .o .000 V6 .ooo 18 .o .000 4R .965 19 · .o .000 3R -1.916 20 .o .000 2DR 1.931 21 .o .000 2R .490 + + + + + + + + VAR DIM INTERIOR PANELS 1-4 1/8 5 AT 5-4 0/0 AXIAL LD IN WEB 12488.0 1136.1 5064.3 5286.7 816.0 4111.9 2937.1 816.0 1762.2 587.4 816.0 587.4 1762.2 816.0 2937.1 4111.9 816.0 5286.7 5064.3 1136.1 12488.0 TCX LEFT 1-2 1/2 TCX RIGHT o-0 0/0 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 11212.4 .o 10690.0 .o .o 13033.2 16836.6 .o 16836.6 .o .o 19794.8 21907.8 .o 21907.8 .o .o 23175.6 23598.2 .o 23598.2 .o .o 23175.6 21907.8 .o 21907.8 • 0 .o 19794.8 16836.6 .o 16836.6 .o .o 13033.2 10690.0 .o 11212.4 .o .o .o •,::-.,_' ,_ .. • •• •• : . ' . ' • ; ..,_ ,· PURITAN-BENNETT 94-9-432 LIST 18 "T52. -. -----------~----, ·. . May 18,. :1990 .'- **CHORD DESIGN-** $';[1EEL FY. = pOO.OQ. PSI -~------~--~~~--AXIAL STRESS L END PANEL PP 9 8 3·3 -. 8 LEND PANEL MP . Q833.8. L VAR PANEL PP 9.375. 6 L VAR PANEL MP -9·3 7 5 • 6 I~~ ~~it k1~ ~:8~§-~: ~ R VAR PANEL MP -9375. 6 R VAR .PANEL PP 9.3 7 5. 6 R END PANEL MP 9833 .• 8 R END PANEL PP 9.833. 8 SEC -DESCRIPTION ~C 23 L 2 X 2 X.148 ~C 22 L 2 X 2 X.1J7 :AXIAL MOMENT RATIO UNI ~O~D .3278 .-5241.3 .5243 4664.4 • 3125 -.5241,. 3 • 5·265 273. 2 • 6_899 --2176 .• 0 • 8711 1.088. O • 52-6'5 273. 2 • 312'5 -5241. 3 .5243 4664.4 •. 3.2 7 8 -5 2·41. 3 AXIAL LOAD K KL/_R 2359&~ 1.00 40.4 23176. 1.-00 161.3 AXIAL STRESS CBRMP BENDING BENDING STRESS RATIO 17122.3 .5707 5849.4 .3033 17122.3 .5707 342 .• 6 • 0140 7108.5 .2370 1364.4 .0576 .34.2. 6 • 0140 17122.3 .5707 5849.4 .3033 17122~3 .5707 I FLRS .524.80EV 2 162.7REQ O 345.7REQ TL COMBINED RATIO ~8985 .8275 .8833 .5405 .9268 .• 9·2,87 .5405 -• 88'33 .•. 8275 .8985' LENGTH 41-4'3/4 30-:6 114 SEC _DE;SCRIPTION __ ~C 22 L 2 X 2 X.137 BOTTOM CHORD EXTENSION L/360 LIVE LOAD DEV=· TbT~Ii LOAD F<;)R DEFI.i' = . 22295. . • 7432· = o.;. 7 010 3·09. 7 PLF; L/240 306-. 0· PLF. . LIVE LOAD DEV= 464_~5 ~LF -------·-------**TCX DESIGN** ------!'-~-~-"!-~- SEC BENDING MO~~~§. REQ S .OEV DEFLC BEARING s .REQ I DEV I IN. LENGTH. DEPTH L 2:3 T.C , 40L BR • Q.98 -~--~-----.----------**_END PANE.L DESIGN** ---!-~-----------------AXIAL LOAD · K LEFT 1121·2. 4 .1.-00 R~GH;T 11212 .A 1. o·o KL/R 75.5 FLR 1 75.5. 1 ---~---~--'!'--~---*~WEB DES.IGN** STEEL FY = -~--------~---· W~B N~ ff~r,i~I!~14x.111 2D .18 Ll-lj'-2XJ..-1/2X.145 3 22 L 2 X 2 X~137 4 · 8 Ll-1/ 4'Xl-1/. 4X, •. 111 V2 8 Ll-1/4Xl-1l4X.111 5 22 L 2 X . 2 . ·x. 137 6 8 Ll-1/4Xl-1/.4X:111 V3 8· Ll-.1}4;Xl--1Z4X.. 111 ~ 14 Ll-1[2Xl-1Z2X.115 8. a Ll-1Z4Xl-1Z4X.111 V4 · 8 Ll-1Z4Xl-1/4X.111 SR 8 Ll·-1/ 4Xl-1Z 4X.111 7R 14 L1-.lf2Xl-1[2X.115 · V5; 8 Ll-1Z4Xl-1Z4X.l11 6R 8 Ll-1/4¥1-1/4X~111 5R 22 L 2 X 2. X~137 V6! 8 Ll~l/.4Xl-1/.4X.111 -4R: 8 L1-ll 4Xl-1/ 4X. 111 · 3B' 22 L 2 X 2 X.137 50000. Q2 K 1. 00, 1 1.0'0: 1 .1 .• 20 1 1.-00 1 1. o.o 1 1. o.o 1 1.00 1 1.00 1 1~00 1 1.00 1 1.00 1 1.00 1 1.00 l 1 .. 00 1·1.00 1 1 .• 00 1 1.00 '1 1. oo. 1 1.20 .279 • .044 .442 .121 1-2 1/2 5~00 o-6 0/.0 WEB TO 'END BASJ~:t NGM NGM B. DEPTH 2.D 4-1 0/0 5 0/'0 4D 4--1 010 5 0/0 PSI. MIN VERT SHE.AR= 1524.4 LBS. . END REACTION ::;: 6 O 9'7 • 7 LBS • . .. . REQ. ·.DEV-REQ FILLET AVBL . KL/~ AX LOAD AX LOAD WELD SIZE WELD SLOT 181'i'-5 + 124:88.+ .15911. 7.6X .111 10.9+ .:OB . 117.9 ~ 1269.-4448. 2~0X .137 3.3+ .O 105.4.;. 50.64.-·6966. 2.5X .137 4.1+ .O 18;_0;. 5 + . 5:28.7 .+. 79-55. 3. 2X .111 3 ~-6+ • 0 125.4 -934.-2520. -2.ox .111 3.1+ .o 112.1. -4112.-6280~ 2.0X .137 4.S+ ~O 180.5 + 2937.+ 7955. 2.4X .111 3~6+ .O 125.4 ~ .934.~ 252Q. 2.0X .111 3.1+ .O 149.9 -2195.-2206. 2.ox .115 4.0+ .o 180.5 + 219:5~+ 7955. 2.4X .111 3.-,6+ ~O 125;4 ~ 934.-2520. 2.ox .111 3.1+ .o 180.5 + 2195.+ 7.9.55-. 2.4X .111 3.6+ .O 149.9 -2195.-2206. 2.0X .115 4.~+ .O 125.4 -9344-2620. 2.0X .111 3.1+ .O 18-0.5 + 2937.+ 7955. 2.4X .111 3.6+. ~O 112.1 --4112.-,6-280 .• ·. 2 .. ox .137 4.·.a+ .o 125.4 -.. · ·9:34.-. 252-0. 2.0X .111 3~1+ .• O 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .O 105 ~,4 --5.064. -_ 6966.~ 2 .5X .137 4. :t+ • 0 ,,•. ' .. -~··--· ,:.:~~--...·~:·-~ .. ~·/~~ .. ·,~-=~~\~:~.:., -~ ... ~,:-~:-·;t;·,:_~-~~~:~~::-·, • •• I ', ... . . . ·~ ' -... . -. ~ .. ·· .... -. . " ...... '',}:; ! .-.~+-~. , .. ,. • •• ' • . ' •••• • C' >~ .. :>::-::ti·.:,:_',\;:::{:·.,·:> ' :.,:.:., /~; ·> .... : :: ·s: ~:~a-->:".",;..:·-~~->-~~-~,• :;;. • ::_, ; :.<:.::·::':/):·/ ,: .. · . .-~ I . • .... • .. . ·. .. . . . . . . "' . . . ... -. .. ; .,;.,_. ,·, .... ·,. ~' _ _. :"· ,c.: • ·: ... . ·. :, ·, .. ;:,;. .:.. ; .• -··· .. ,-.. .. ··-._ .' ..... ,,'·',.'";' .. :.:·:.-!i, '" .. ,· • PURITAN-BENNETT 94-9-432 LIST 18 T52 **WEB DESIGN** STEEL FY WEB NO DESCRIPTION 2DR 18 Ll-1/2Xl-1/2X.145 2R 8 Ll-l14Xl-114X.111 **BRIDGING REQUIREMENTS** ------------------------- = 50000. Ql K 1.00 2 1.00 • May 18, 1990 PSI. MIN VERT SHEAR= END REACTION= · REQ DEV KL/RAX LOAD AX LOAD 117.9 -1269.-4448. 181.5 + 12488.+ 15911. TC RYY = 1.225, BC RYY = 1.222, WLEN/(TC RYY) = 390.414 WORKING LENGTH= 39.854 FT 1524.4 LBS. 6097.7 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 2.0X .137 3.3+ .0 7.6X .111 10.9+ .OB BRIDGING SPACING STANDARD AT 13.285 FT FOR 2 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R •. , ... :,··· . , ~ ', ,~-..•. , . . . · '. · PURITAN-BENNETT :t-rq.y. is, .1990 1 94-9-432 LIST 18 ' T53 . . 32LH 306. 39·' li-1/2'·11 . :i ;;-r:oici-sPii-ioisT-oisrGN-REQurRiifiiTs;;-----sJt-sPics_,.. ___ vur:ciiFT~iici-oiPT;; 1· ____ .;. ______________ . _______ ,.. ___________________ ~-------------------------------- BRIDGING . LEFT END RGHT END ACTUAL .DEFL DEPTH. BS LENGTH . SPACING STANDARD STANDARD INCHES 32 0 00 ·3·9-11 1/2 13.2 . . . 1.28 TL . .40 LL )-----------------**.LOAD CRITERIA** : TOTAt-IiOAD~:..---306. PLF, L:):VE LOAD = ' 9,6. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 --------------------•**BASIC DIMENSIONS** . ;---~----~---~--.;_---~- LEFT RIGHT LEFT· VAR DIM 1--3 3/4 RIGHT· · WK LENGTH END· PANEL END PANEL . 39 .• 6250 . ,5-4 0/0 5-4 0/0 t .. EFT TC RIGHT TC END PANEL END PANEL . 4-0 0/0 4-0 ·010 ,DEPTH DEPTH DEPTH LEFT': CENTER RIGHT 32 0/0 32 0/0 32 0/.0 (ACTUAL) ;3.0 7/ 8 30 7/8 30 7"/8 (EFF)' -~-------~--------*~TRUSS ANALYSIS** -~-------------~~-EFF WEB WEB pp LO~D-LBS DEPTH MEM SLOPE: !I. 586.5 30.894 2 -·. 498: 2 991.3 30· .• 894 2D -1.931 · 3 812.8 3;0. 894 3 1.962 4 81.6. 0 30.894 4 ~.965 5 81·6. 0 3·0. 894 V2 .ooo 6 a·16. o -~8:~§i 5 .• 965 7 816.0 6 -.965 8 816.0 30. 8·94 V3 .ooo 9 816.0 30.894 7 .965 10 816. O, 30.894 8 1·--.965 11 816.0 3o. a,94 V4 • 0.00 12, 816.0 3·0. 8·9'4 SR .965 13•. --812.8 30.894 7R · -. 965. 14 991.3 30 •. 894 '\75 .000 15", 586.5 30.894 6R ~965 16 .o •. ooo, 5R -.965 17. .o .000 V6· • oo:o 18: .0 .000 4R .965 19. .o .ooo 3R -1.962 20 · • O· .000 2DR 1.931 21 .o .ooo 2R .4.98 ,. + + ... -+ + + .. + + + VAR DIM INTERIOR PANELS 1-,-3.3/4 5 AT 5-4 0/0 AXIAL LD AXIA,L.LD AXIAL LD IN. WEB TOP.CHORD BOT CHORD 12278.5 10989.7 .o 1116.4 10476.3 .o 5034~0 .o 12762.6 5286.7 16566.0 .o 816.0 16566.0 .o 4111.9 .o 19524.2 2937 .1 2163·7 .2 .o 816 •. 0 21637.2 .o 1262.2 .o 22905.0 5·87. 4 23327.(5 •. o 8·16. 0 23327.6 .o 587.4 .o 229,05. 0 1762~2 21637.2 .o 816.0 21637.2 .o 29:37 .1 .o 19524.2 4111 .• 9 1656,6. 0 .o 81,6. 0 16566.0 .o 5286.7 .o 12762.6 · 5034.0 10476.3 .o 1116.4 10989.7 .o 12278.5 .o .o ;, ~· • • ! ',· ; .. :~·-_ .... , .. '.,. ,. --,-,,~,., ··~ _:--.. ,.,__, ,..., ~: -. ........... _..,.,. ,, .. ,--:. .. ~ .. -.. ,._ ',, ...... ~ ' ·--•, ~ . •• , '~:..) ._ .. _.,_.·· •. _ ... -·:·;. ~--_,.: ...... ~': ~:~ •• • -:~·-. .• : ... '":::.,._ '-""·-: l;J \~· ... :,:,,:;,, .. , .., ~';-', ,;. ~ . ';; .. . .... -. ~-... -. -~- .. -' .... ' .. ' ., ., .. . .! •. .. ~ • ' • · I '· .. · .. ·: .. :. , .... -:. . -. . -. •' -. ~· .... • ; I • PURITAN-BENNETT . 94-9-432 LIST 18 T53 **CHORD DESIGN** LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP STEEL FY AXIAL STRESS 9638.4 9638.4 9188.2 9188.2 20459.4 20459.4 9188.2 9188.2 9638.4 9638.4 SEC DESCRIPTION TC 23 L 2 X 2 BC 22 L 2 X 2 X.148 X.137 May 18, 1990 = 50000. PSI AXIAL RATIO .3213 .5068 .3063 .5113 .6820 .8611 .5113 .3063 .5068 .3213 AXIAL LOAD 23328. 22905. MOMENT UNI LOAD -5019.6 4468.4 -5019.6 267.3 -2176.0 1088.0 267.3 -5019.6 4468.4 -5019.6 K KL/R 1.00 40.4 1.00 161.3 SEC DESCRIPTION AXIAL STRESS CBRMP BC 22 L 2 X 2 X.137 22039. .7346 BOTTOM CHORD EXTENSION= 0-7 0/0 · • BENDING BENDING STRESS RATIO 16398.1 .5466 5603.7 .2824 16398.l .5466 335.2 .0136 7108.5 .2370 1364.4 .0575 335.2 .0136 16398.1 .5466 5603.7 .2824 16398.1 .5466 I FLRS 524.8DEV 2 159.9REQ 0 339.7REQ TL COMBINED RATIO .8679 .7892 .8529 .5250 .9189 .9186 .5250 .8529 .7892 .8679 LENGTH 39-11 1/2 30-5 1,2 L6360 LIVE LOAD DEV= 315.1 PLF, L/240 LIVE LOAD DEV= T TAL LOAD FOR DEFL = 306.0 PLF. 472.7 PLF **END PANEL DESIGN** AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 10989.7 1.00 73.8 1 2D 4-0 0/0 7 1/2 RIGHT 10989.7 1.00 73.8 1 2D 4-0 o,o. 5 o,o --------------**WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 1515.7 LBS. --------------END REACTION= 6062.6 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION ~ K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-1/4Xl-1/4X.111 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB 2D 18 Ll-l/2Xl-1/2X.145 1 1.00 117.9 -1248.-4448. 2.0X .137 3.3+ .o 3 22 L 2 X 2 X.137 1 1.20 104.9 -5034.-7018. 2.5X .137 4.1+ .o 4 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .o V2 8 Ll-ll4Xl-l/4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 5 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.ox .137 4.8+ .o 6 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o V3 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o 7 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2182.-2206. 2.ox .115 4.0+ .o 8 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o V4 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o BR 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o 7R 14 L1-1Z2Xl-1Z2X.115 1 1.00 149.9 -2182.-2206. 2.0X .115 4.0+ .o V5 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o 6R 8 Ll-l14Xl-114X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o 5R 22 L 2 X. 2 X.137 1 1.00 112.1 -4112.-6280. 2.ox .137 4.8+ .o V6 8 Ll-1/. 4Xl-1/ 4'X.111 1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o 4R 8 Ll-ll4Xl-114X.111 1 1.00 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .o 3R 22 L 2 X 2 X.137 1 1.20 104.9 -5034.-7018. 2.sx .137 4.1+ .o 2DR 18 Ll-1/2Xl-1/2X.145 1 1.00 117.9 -1248.-4448. 2.ox .137 3.3+ .o 2R 8 Ll-l14Xl-114X.111 2 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB PURITAN-BENNETT. 94-9-432 LIST 18 T53. . --' . ---------------------------" . **BRIDGING REQUI~E~ENTS*~ -------~----~----~------~ ~. . . ' ...• -· .. . . . May 18·, 19~0 1 TC RYY = 1. 2 2 5, BC. RYY = . 1. 2 2 2 , WLEN /( TC RYY) = 3 8 8 • 16 9 .' WORKING LENGTH = 3 9 • 6-2 5 FT BRIDGING SPACING S'rANDARD AT 13.208 FT FOR 2 ROW(S) OF H-BRIDGING. --~---------~--------~~--NOTE: END PANEL SHORTENED DU~ TO SLOPE OF WEB W3/W3R • ,_ • ., • • -I •• •~, ' .,.. _i •• ~·. -· .-: .. :;,'-::.:· .t .. ,·, ... -. · ·:·.:·"~.r·· ·· ... ·~-~,,. ,.. • ~· • l"'\ .. • ... , ' • # '• -, .~-• ' :.: • • 1' • • . . ~-·:_: \ . :"' . · .. . •:/i ~:-~:~-~--~~:·~.-~;~~~?~--: ·/ ~; -~_;·~,i ~- --,,::.: ~ . -· __ ' ''.{ ; :. : : ~-.. : .. ::~ : ... ~ · .. . ' . ·---; ... ,,; ~ •• ' .., '.. : .. -.... -... :,.. '('• • ~-. ,' ,fl ,,· ..... _,,, .. ·, . -~ --.. ' -+,-~·---' . :-~ :''i -- •• • PURITAN-BENNETT 94-9-432 LIST 18 . May 18, 1990 T54 32LH 306 39' 7-3/8" . ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH 32.00 39-7 3/8 SPACING STANDARD STANDARD INCHES 13.1 1.28 TL .40 LL **LOAD CRITERIA** -----------------TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 --------------------**BASIC DIMENSIONS** --------------------LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 39.2813 5-2 0/0 5-2 0/0 1-3 5/8 1-3 5/8 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-10 0/0 3-10 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 32 0/0 30 718 32 0/0 30 718 32 0/0 30 718 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 561.0 30.898 2 -.515 + 11901.8 10581.2 .o 2 965.0 30.898 2D -1.931 1086.7 10081.5 .o 3 812.0 30.898 3 1.970 5028.8 .o 12358.0 4 816.0 30.898 4 -.966 + 5286.4 16161.0 .o 5 816.0 30.898 V2 .ooo 816.0 16161.0 .o 6 816.0 30.898 5 .966 4111.6 .o 19118.8 7 816.0 30.898 6 -.966 + 2936.9 21231.5 .o 8 816.0 30.898 V3 .ooo 816.0 21231.5 .o 9 816.0 30.898 7 .966 1762.1 .o 22499.1 10 J' 816.0 30.898 8 -.966 + 587.4 22921.7 .o 11 816.0 30.898 V4 .ooo 816.0 22921.7 .o 12 816.0 30.898 8R .966 + 587.4 .o 22499.1 13 812.0 30.898 7R -.966 1762.1 21231.5 .o 14 965.0 30.898 vs .ooo 816.0 21231.5 .o 15 561.0 30.898 6R .966 + 2936.9 .o 19118.8 16 .o .000 SR -.966 4111.6 16161.0 .o 17 .o .000 V6 .ooo 816.0 16161.0 .o 18 .o .000 4R .966 + 5286.4 .o 12358.0 19 • 0 .000 3R -1.970 5028.8 10081.5 .o 20 .o .000 2DR 1.931 1086.7 10581.2 .o 21 .o .ooo 2R .515 + 11901.8 .o .o ~-.. •• . < PURITAN-BENNETT ' 94-9--4il2 LIST 18 T54 ... **CHORD DESIGN** -----~---------- LEND PANEL PP . L END PANEL MP L VAR PANEL PP· L VAR PANEL.MP INT PANEL PP INT PANEL MP R VAR PANEL MP :R VAR PANEL PP :R END PANEL .MP .. R END PAN-EL PP STEEL FY AXIAL. STRESS 9996.'Z 999'6 •. 7 ,9524 ~ 6 9524 .• 6 21655 •. 6 2·165,5. 6 9524.6 9524.6 9996.7 9996.7 SEC DESCRIPTION TC 22 L. 2. X 2 BC 22 L 2 X 2 x.·137 X.13'7 May 18-, .. ·1990 -50:000. PS:t AXIAL · MOMENT RATIO :ONI ·LOAD • 33_3·2 --4615. 9 •. 5253 . 4078. 8 ;3175 -46.15. 9 • 541'5 33:9 .• 6 · :7219 -2176;0 • 9'431 108·8. 0 .5415 "3'39.6 • 3175 -461_5. 9 .5253 4078.8 ~3332 -4615.9 AXIAL LOAD K KL/R 22-92 2 . 1. 0 o. 4 0 • 3 2~499. 1.00 161.3 ...•. ·-. .. . ' BENDING BENDING· STRESS RATIO 16205~9 .5402 5442.3 .2784 16205.9 .5402 4-53 .• 2 • 019'2 ~639.7 .2547 1451.7 .0641 45-3. 2 • 0192 16205.9 .5402 5442.3 .2784 16~05.9 .5402 I FLRS 50<5.lDEV 6 155.SREQ 0 331.0REQ TL COMBIN·ED RATIO -• 8734 • 8'.Q-38 .8577 .5.607 .9765 1 .• 0072 .5607 .8577 .8038 .8734 LENGTH 39-7 3/8 30-5 318 AXIAL STRESS. CBRMP · · SEC DESCRIPTION . $C 2 2 L 2 ·x 2 x.. 13 7 BO.TTOM CHORD EXTENSION L/360 LIVE LOAD DEV= T.bTAI. LOAD FOR. DEFL == 4--------------~-~~- 21656~ . ~72·19 . =31~:97p£,~· L/240.LJVE 306.0 PLF. LOAD DEV= 46'7.9 PLF **EN:D PANEL DESIGN** -\·---ixrii:-L~io ____ i< LEFT· 1-0581.:2 1.00 RIGHT 1058J..2 1.00 KL/R FLR WE·B 70 .·5 1. :2D 70.~ 1 2D TO END BASEL NGM NGM :3-10 0/-0 . 3-]:,Q o,o B. DEPTH 5 OlO 5 o,o ~~--------~---*~WEB DE$IGN~* STEEL FY -----~--------~- W,EB NO DESCRIPTION 2 8 L1-1/4X1-1/4X.111 230 .2128 L1-1,2x1-1,2x4145 L 2 ·· X 2. X .• 137 4 8 Ll-1/4Xl-1/4X.111 V.2 8 r.;1-.1/4~1-ll4X.111 5 22 L 2 X 2 X.137 ~ 8 Ll-1/4Xl-1/4X.111 V-3· 8 Ll-1Z4Xl-:1Z4X.111 . 7·' · 14 Ll-1/2X1-1Z2X. ll.5 8· 8 L1-1.Z:4Xl-1Z4X •. lll · -·· V4. 8 L1-1Z4X1-1Z 4X.111 SR 8 Ll-1Z4XI-1Z4X.111 7R 14 Ll-1Z2Xl-1Z2X.115 V5 8 L1...,114Xl...,1Z4X.111 6R 8 Ll-lj'4Xl-1l4X.111 ·5R 22 L 2 X 2 X •. 137 Y,R.6 . 88 Ll-1/4Xl-"J./4X.111 ~ Ll-1t4Xl-ll4X.111 3,R 2 2 L. 2 X 2 X. 13 7 . 2DR 18 L1-,1/'2X1-,1/2X.14'5 . 2R 8 Ll-lt4Xl-,lt4X:111 . . •i, .• -,· ': . <. ~ 0 Q O.O • PS.I • MIN VER'r .SHEAR = END REACTION= 'REQ .-.-DEV Q K KL/R 1\.X. _LOAD AX _LOAD 2 1.00 .174.5 + 1190.2.+ 15911. 1 1.·00 11-7,.9 -12'16.-4447. l 1.20 104.8 -·5029.-7026. 1 1.00 180.5 + ,.5'286 .• + 7955. 1 1.00 125.4 -931.-2519. 1 .1.00 112 •. 1 --4112.-6279. 1 1.00 180.5 + 2937.+ 7955. 1 1;00 125.4 -·931.-2519. 11.0~ l49~9 ~ 21~3.-2205~ 1 1 .• 00 ·180 .•. 5 + 2'16'3.+ 7955. 11.00 125.4 -93L,-2·519. 1 1.00 18·0.5·+ 2.163.+ 7955. 1 1.00 149.9 ~ 2163.~ 2205. 1 1.00 -125~4 -~~1.-2519. ·1 1.00 J.~0.5 + ,2937 • .+ 79.5'5~ 1 1.00 112.1 -· 4112.·~ 6279. 1 1.0(),,125.4 .... , 93.1.-2519: 1 1.00 180.5 + 5286.+ 7955-. ·1 1.20 104~8 -50:t9.-7026 .• 11.00 117.9-:--121-6 .... · 4447. 2 1.00 J.74.5 + J.1902.+ 15911. .. ' . ~ .. 1502.5 LBS. 6010.0 LBS. REQ FILLET AVBL WELD SIZE WEL0· SLOT 7.2X .111 10.~+ .OB 2.ox .137 3.3+ ~d 2.5X .137 4.1+ ~o 3. 2X • 111 3 .• 6'+ • 0 2.0X .111 3.1+ .O 2.ox .137 4r8+ .o 2.4X .111 3.6+ .o 2.ox .111 3.I+ .o 2.ox .115 4.-0+ .o 2.4X .111 3~6+ .O 2.ox .111 3~1+ .o 2.4X .111 3.6+ .o 2.ox .115 4.o+ .o 2.ox .111 3.1+ .o 2.4X .111 3.6+ .o 2 .• ox • 13-7 4. 8+ • 0 2.ox .111 3.1+ .-0 3.2x .111 3.6+ .o 2.5X .137 4.1+ .O 2.0X .137 3.3+ .'0 7.2X .111 10.a+· .OB PURITAN-BENNETT 94-9-432 LIST 18 T54 • **BRIDGING REQUIREMENTS** • May 18, 1990 TC R~Y = 1.222, BC RYY = 1.222, WLEN/(TC RYY) = 385.636 WORKING LENGTH= 39.281 FT BRIDGING SPACING STANDARD AT 13.094 FT FOR 2 ROW(S) OF H-BRIDGING. -------------------------NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R • . .. : . . PURITAN.,. BENNETT . .. ;Mq:y 18 ,· 19.90 ... .. 94--9-432. LIST. 18 T55 .. .. 32LH 3·06 39·' · 11..-i:1211 ;;-~oNG-sPiN-:iorsT-oisrGN.-~iQurRi~EiNTs;;-----sJr-sPics _____ wi:ciiFT-iNG-oEPT;; ------~------------~----~---~-----------~--~---------~------------------------ DEPTH 32.00 BS LENGTH 39-11 1/2 BRIDGING LEFT END RGHT END ACTUAL DEFL SPACING. :STANDARP STANDlmD . INCHES . 13.2 1.28 TL .40 LL I~----------------**LOA:D GRITERIA** '-----------------': TOTAL LOAD = 3 06 • PLF I LIV$: :LOAD = 9 6 • PLF. r ; LIVE LOAD DEFLECTION SPECIFIED AS L/360· :_ TQTL LOAD, DEFLECTION SPECIFlED AS L/240 ·--------~-----------• **BASIC, :DIMENSIONS** '-----------~--------. LEFT . RI'GHT , WK LENG'r}f END PANEL END PANEL 39.6250 5-4 0/0 5-4 0/0 .. LEFT VAR DIM 1-3 3/4 RIGHT. VAR DIM. INTERIOR PANELS 1-3 3/4 5 AT 5-4 0/0 LEFT 'TC. RIGHT TC END PANEL END PANEL 4-0 0/0 4-0 0/0 DEPTH DEPTH DEPTH. LEFT CENTER RIGHT 32 0/0 32 0/0 32 0/.0 (ACTU~L) 30 7/8 ~O 7/8 30 7/8 (EFF) -------------~----**'rRUS$ ANALYSIS** -,.--------------~-- PP ·1 2 3 4 5 6 7.· 8' 9 1.0 . 11 12 13 ·14 15 16 17' 18· 19 1 20 1 21 LOAD-LBS. 586.5· 991.3 812 ~-8 816.0 816,. 0 816 .• 0 816.-0 816.0 816-. 0 816.0 .81.0. o 8.16. 0 8.12 .a.~ 9'.91. 3 586.5 1· .. ' - .b .o • o· .o .o .o EFF DEPTH · 3·0~ 8.94 'l8: ~§.4 30.894 30·. 8-94 30.894 30.894 30.894 30. 894· 30.894 30·: 894 30.894 3·0. 894 30.894 30.894 . • 000 • 000· .ooo .000 .ooo .00.0 WEB MEM '2 20 .3 4 .v2. 5 .6 V3 7 8 V4 8R 7R V5 GR 5R VG 4R . 3R 2DR 2R WEB SLOPE ~--498 -1.931 1. 96·2 -.965 .ooo ~:§~~ .obo .965 AXIAL LD IN WEB + -12278.5 + ,.. ' -- 1116.4 5034.0 5286.7 '816.0 4111.9 + .2937 •. 1 816.0 -. 9.65 + ~ oo·o .965 .+ ·1102. 2 587.4 816.0 587 •. 4 -. 965. • 000· .965 + -.965 1762 .• 2 .816.0 293'7 .1 4111 .• 9 81-6. 0 + · . 52:8'6. 7 '5034. 0 1116.'4 + 12478.5 ·• 000 .·965 -1. 9-62 1 •. 931 .498 ..,. AXIAL LD TOP CHORD 10989.7 10476.3 ' • 0 16566.0 16566 .• 0 .o 21637.2 2'1637. 2 .o _23327.6 23327.6 .o · 2163·7. 2 216.37. 2 .o 165.66. O '1.656·6. 0 . ~o l:-047'6. 3 109,8-9. 7 ' • 0 AXIAL LD BOT CHORD .o .o 12762.6 .o .o 19524.2 .o .o 22905.0 .o • O· 22905.0 • 0-• o 19524.2 .o .• 0 12762.6 .o .o .o ...... _ . . ,: ' ••• • ~-•"' .•+ --• -~' ' . . } .:: .. .:_:~....:: .. :. ; ..'. :-~~~ :::· ~ .. ,c .• -: ••. ~. "1· .. -:-• •• ·; ~,-~ .. '•. ' ~ . ., :. :·-.. · ..... -... ,-,·~,:; .. ···~·' • .. PURITAN-BENNETT 94-9-432 LIST 18 T55 ---------------- • • May 18, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT BENDING COMBINED STRESS RATIO UNI LOAD LEND PANEL PP 9638.4 .3213 -5019.6 BENDING STRESS 16398.1 5603.7 16398.1 335.2 7108.5 1364.4 335.2 16398.1 5603.7 16398.1 RATIO .5466 .2824 .5466 .0136 .2370 .0575 .0136 .5466 .2824 .5466 RATIO .8679 .7892 .8529 .5250 .9189 .9186 .5250 .8529 .7892 .8679 LEND PANEL MP 9638.4 .5068 4468.4 L VAR PANEL PP 9188.2 .3063 -5019.6 L VAR PANEL MP 9188.2 .5113 267.3 INT PANEL PP 20459.4 .6820 -2176.0 INT PANEL MP 20459.4 .8611 1088.0 R VAR PANEL MP 9188.2 .5113 267.3 R VAR PANEL PP 9188.2 .3063 -5019.6 REND PANEL MP 9638.4 .5068 4468.4 REND PANEL PP 9638.4 .3213 -5019.6 SEC DESCRIPTION AXIAL LOAD K KL/R TC 23 L 2 X 2 X.148 23328. 1.00 40.4 I FLRS 524.8DEV 2 159.9REQ 0 339.7REQ TL LENGTH 39-11 1/2 30-5 1,2 BC 22 L 2 X 2 X.137 22905. 1.00 161.3 SEC DESCRIPTION AXIAL STRESS CBRMP BC 22 L 2 X 2 X.137 22039. • 7346 BOTTOM CHORD EXTENSION= 0-7 0/0 L/360 LIVE LOAD DEV= ·315.1 PLF, L/240 LIVE TOTAL LOAD FOR DEFL = 306.0 PLF. **END PANEL DESIGN** AXIAL LOAD LEFT 10989.7 RIGHT 10989.7 K 1.00 1.00 KL/R FLR WEB 73.8 1 20 73.8 1 20 LOAD DEV= TO END BASEL NGM NGM 4-0 0/0 4-0 01/0 472.7 PLF B. DEPTH 4 1/2 5 o,o **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 1515.7 LBS. --------------END REACTION= 6062.6 LBS. WEB NO DESCRIPTION 2 8 Ll-1/4Xl-l/4X.lll 20 18 Ll-l12Xl-112X.145 3 22 L 2 X 2 X.137 4 8 Ll-l/4Xl-l/4X.111 V2 8 Ll-l14Xl-114X.111 5 22 L 2 X 2 X.137 6 8 Ll-l/4Xl-l/4X.111 V3 8 Ll-1Z4Xl-1Z4X.111 7 14 Ll-1Z2Xl-1Z2X.115 8 8 Ll-1Z4Xl-1Z4X.111 V4 8 Ll-1Z4Xl-1Z4X.111 8R 8 Ll-1Z4Xl-1Z4X.111 7R 14 Ll-1Z2Xl-1Z2X.115 V5 8 Ll-1Z4Xl-1Z4X.111 6R 8 Ll-l14Xl-114X.111 5R 22 L 2 X 2 X.137 V6 8 Ll-1/4Xl-1/4X.111 4R 8 Ll-l14Xl-114X.111 3R 22 L 2 X 2 X.137 2DR 18 Ll-1/2Xl-1/2X.145 2R 8 Ll-11/4Xl-11/4X.111 Q 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 K 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB 111.9 -1248.-4448. 2.ox .137 3.3+ .o 104.9 -5034.-7018. 2.5X .137 4.1+ .O 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .O 125.4 -933.-2520. 2.0X .111 3.1+ .O 112.1 -4112.-6280. 2.ox .137 4.8+ .o 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .O 125.4 -933.-2520. 2.ox .111 3.1+ .o 149.9 -2182.-2206. 2.0X .115 4.0+ .o 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .O 125.4 -933.-2520. 2.0X .111 3.1+ .O 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .O 149.9 -2182.-2206. 2.ox .115 4.0+ .o 125.4 -933.-2520. 2.0X .111 3.1+ .O 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .O 112.1 -4112.-6280. 2.ox .137 4.8+ .o 125.4 -933.-2520. 2.ox .111 3.1+ .o 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .O 104.9 -5034.-7018. 2.5X .137 4.1+ .o 117.9 -1248.-4448. 2.0X .137 3.3+ .O 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB ·PURI.TAN-,BENNETT· · . 94-9.:.. .432 LIST 18 T55 ···-· -. , . ------~-,---~----------~---*~BR!DGING REQUIREMENTS:** ; ---------------~----------- ' ,. ,, •••• .May·_ 18·,. 19.90 TC .RYY =. 1 .• 225, BC RYY = 1. 22~, WLEN/ (TC RYY) = 388 .169 · WORKING LENGTH = 39,.625 FT . : BRIDGING SPAC;I:NG STANJ;)ARI) A,T 13.208 FT FOR 2 ROW(S) OF H-BRIDGING. · NOTE: END PANEL SHORTENED DUE TO, . SLOJ;>E. OF WEB W3/W3R . ~.' ·•-:· • • ••• ,, •• ~ • 4 .. ~ • ' ~ ; • ; • ~-" .... , . . ' .. I • -,.::. _,-...'-,·-..-,:."_:-~ ·.:•,. •• • •• "~-+,' ••·.··,..:•;•~., ••• ';'" .. ~ , .,'}.'~·,,: >:·t::·\e~ .. .: ,,,? . ' /: · ... -_:-: ·:::·':"7::f ~>i(• "::,, ·.·: ~ «:. : ... C · .. :: -:~ .. -.~: •:....:·:~-· · .. ···--.·~ •,, , ...... . ~-~--\·~~-·-· ··.:\·~·,:·:.' .. ,...,·.· ,.,._ .· .... · .•. ~---.~ ~= .. ;~·:::::1.~ ...... ~.:-·. ~-:~~· ....... ~., ..... _. #-•• ' . ..... • ~ .. ¥ j, • -1•• ~, • • • ~---,' .4 • • . .. . · ...... ,; .. · . ' ~ -. ~-; ,, ' .·, • - .PURITAN-BENNETT 94-9-432 LIST 18 May 18, 1990 T56 32LH 306 39' 7-3/8" ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH 32.00 BS LENGTH 39-7 3/8 SPACING STANDARD STANDARD INCHES 13.1 1.28 TL .40 LL **LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **BASIC DIMENSIONS** WK LENGTH LEFT RIGHT LEFT RIGHT END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 39.2813 5-2 0/0 5-2 0/0 1-3 5/8 1-3 5/8 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-10 0/0 3-10 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 32 0/.0 30 T/8 32 0/0 30 T/8 32 0/0 30 T/8 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 561.0 30.898 2 -.515 + 11901.8 10581.2 .o 2 965.0 30.898 2D -1.931 1086.7 10081.5 .o 3 812.0 30.898 3 1.970 5028.8 .o 12358.0 4 816.0 30.898 4 -.966 + 5286.4 16161.0 .o 5 816·. 0 30.898 V2 .ooo 816.0 16161. 0 .o 6 816.0 30.898 5 .966 4111.6 .o 19118.8 7 816.0 30.898 6 -.966 + 2936.9 21231.5 .o 8 816.0 30.898 V3 .ooo 816.0 21231.5 .o 9 816.0 30.898 7 .966 1762.1 .o 22499.1 10 816.0 30.898 8 -.966 + 587.4 22921.7 .o 11 816.0 30.898 V4 .ooo 816.0 22921.7 .o 12 816.0 30.898 SR .966 + 587.4 .o 22499.1 13 812.0 30.898 7R -.966 1762.1 21231.5 .o 14 965.0 30.898 V5 .ooo 816.0 21231.5 .o 15 561.0 30.898 6R .966 + 2936.9 .o 19118.8 16 .o .ooo 5R -.966 4111. 6 16161.0 .o 17 .o .000 V6 .ooo 816.0 16161.0 .o 18 .o .000 4R .966 + 5286.4 .o 12358.0 19 .o .000 3R -1. 970 5028.8 10081. 5 .o 20 .o .000 2"DR 1.931 1086.7 10581.2 .o 21 .o .ooo 2R .515 + 11901.8 .o .o ... -.• ~·-.... ' ._ , .. -: ~ : --. ' ' ' ' . ' ·' , 'PURITAN-BENNETT , 1 94-9-4,32 LIST 1s· -: T56 . . May 'lS, · -1~90 I ________ ,.:._, _____ _ ·. **CHORD DESIGN** STEE_L FY. = 5,0000. PSI . ---------~~--~~-AXIAL AXIAL MOMENT BENDING BENDING · COMBINED STRESS RATIO UNI LOAD STRESS RATIO . RATIO L END PANEL PP 9996. 7 • 3332 -4,6-1'5 .·9 16205.9 .5402 .8734 . 8038, .8577 • 5.607 .9765 · L END PANEL MP 9.996. 7, • 5253 4078. 8 5442.3 .2784 L VAR PANEL PP 9524. 6 • 3175 -4615. 9· 16205.9 .5402 ' L VAR PANEL MP 9'524. 6 • 5415 33·9. 6 453.2 .0192 INT PANEL PP 21655 ~ 6 • 12·19 -2176. 0 76'39. 7 • 2547 INT PANEL MP 21,'5'55.6 .,9431 1088.0 1451. 7 • 0"641 1.0072 .5607 .8577 .8038 .8734 :R VAR PANEL.MP 9524."6 .5415 339.6 453.2 .0192 R VAR PANEL PP 9524.6 .3175 -4615.9 16205.9 .5402 :R END PANEL MP '99.96.7 .5253 4:078, .• 8 5442.3 .2784 ,R END PANE:1:J PP 9996. 7 • 3·332 -4-615. 9 16205.9 .5402 SEC DESCRIPTION-AXIAL LOAD K KL/R I FLRS LENGTH 39-7 3·1.s 30-5 318 TC 22 ;sc 22 SEC . L . 2 X 2 X.137 22922. 1. 00 40. 3 L 2 X 2 X.137 ~2499. 1.00 161.3 DESCRIPTION AXIAL STRESS' CBRMP 506.lDEV 6 155.SREQ 0 331.0REQ TL 1;3C 22 . L 2 .. X a X.137 .. -21656: .7219 BOTTOM CHORD EXTENSION= '0-· 7 0/0 L/360 LIVE LOAD :DEV= 311.9' PLF', L/240 LIVE LOA0 DEV= 467.9 PLF TOTAL LOAD .FOR DEFL = 306.0 PLF. . -----------·----------·**END PAJ:fEL O~SIGN** ~---------~---------:AXIAL LOAD. LEFT . 1'0581. 2 R:IGHT 10581~ 2 ,K 1.00 1.00 KL/R FLR WEB TO END BASEL NGM NGM . 70.5 1 2D 3-10 0/.0 B. DEPTH 5.0f.O 5 O;t'O 70.5 1 2D 3-10 -0/0· -·~----------~-STEEL FY= 50000. PS:t. MIN, VERT SHEAR= ., --------------. . . -. END REACTION = WEB NO DESCRIPTION , ·2 8 Ll·-1/ 4Xl-1/. 4X. 111 2D 18 Ll-ll2Xl-1/2X.145 13 22 L 2· X 2 X.137 4 8. Ll~l/4Xl-1[4X.111 V2 8, Ll-li'4Xl.,..1/4X.111 . 5 2 2 L 2 X 2 X. 13-7 6 8 Ll-1/4Xl-1/.4X.111 V3. 8 L1~az4x1-1z4x.111, 7 l4 Ll~lf2Xl-1Z2X.115 8 8 L1~1Z4Xl-1/4X.111 V4 ..'.8 Ll-,1Z4XJ.,-1Z 4X.111 SR 8 L1~1Z4Xl-1Z4X.111 7R 14 Ll-1Z2Xl-1Z,2X.115, . V5 .8 L1-1J4Xl-1Z4X~lll 6.R 8 Ll-l;t4_Xl-1;/4X.111 5R 22 L 2, X 2 X.137 Vp 8 Ll-1/4Xl-1/.4X.111 4R 8 Ll-1/4X1~1/4X.111 3R 22 L 2 X 2 X.137. 2DR 18 Ll-1/.2Xl-1/.2X.145 · 2R 8 L1~1;t4Xl-114X.l~l · REQ .. DEV Q .K KL/R ~X LOAD 1\X LOA.D 2 1 .• 00 174.5 + .119,02,.+ 1,5911. 1 1.00 117.9 -1216.-4447. 1 1.20 104.8 ~ 5029.-7026. 1 1.00 180~5 + 5286.+ 7955. 1 1.0.0 125.4 -931.-2·519,. 1 1.00 112vl .. 4112.-6279. 1 1.00 180.5 + 2937.+ 7955. 1 1.00 125~4 -931.~ 2519. 11.00149.9 --2163.-2205. . 1 L O O 18:0 • 5· + 216 3'. + 7 955 • 1 1. 0'0 12 5 • 4 -·9 31. -2 519 • 1 1.00 180.5 + 2163.+ 7955. 1 1.00 149.9 -2163.-2205. 1 1. 0 0 12·5 • 4 -9 31. -2 519 • 11.00 180.5 + 2.937 •. + 7955. 1 1. 00 112,.1 -4112. --6279 ., 1 1.00 125.4 ~ 931.-2519. . 1 1 • 0 0 18 0 .• 5 + 5,2 8 6 • + 7 9 5 5 • 1.1.20 104~8 -5029.~ 7026~ 1 1.00 117.9 -1216.-4447 • 2 1.00 174.5 + 11902.+ 15911. . . -. . .. 1502.5 LBS. _ 6010. 0 LBS.~ REQ FILLET AVB.L WELD SIZE WELD SLOT 7.2X .111 10.8+ .OB 2.0X .137 3.3+ .O 2.5X .137 4.1+ .o 3.2X .111 3.6+ .O 2.ox .111 3.1+ .o 2.ox .137 4~8+ .o 2.4X .111 3.6+ .O 2.ox .111 3.1+ .o 2.ox .115 4.o+ .o 2.4X .111 3.6+ .O 2.ox .111 3.1+ .o 2.4X .111 3.6+ .O 2.0X .115 4.0+ .O 2.ox .111 3.1+ .o 2.4X .111 3.6+ .O 2.ox .137 4~8+ .o 2.ox .111 3.1+ .o 3.2X .111 3 •. 6+ .O 2.5X .137 4~1+ .O . 2.ox .137 3.3+ .o 7.2X .111 10.8+ .OB •'~ •'I·,.,: 'r :,:::·.":', ~:-.-~.·-, .. ::·.:~ .. w~,:: _, -;~:·~_1;(··~{~.~-:~;:•,-<,,:,_•,.,: ,• '-~H•,I• •,, ·,.: -~--7 ~>''-•• ·-.-~,., ,-,.·1-;,:;· ~· ,., )~ •,,7':..,':. ''; :~--1·;"" __ :;--;:,:~~(.· .. -:.-<, ·:~:~., ___ ,,..,· ·:. :.: ... /·., .:.-·~!~~:... _· __ :_ .· :.·:;.:·•:·. · ~-;,.··-;·: .. _-.-·~:· :::~·:;~~~/~t ... :· -.:.··-·:~~t:·L~-........ :_.::~.;::-!.:;;_·-· . .,_·-~; ;:~·:-.·: · ·:-i.;. ....... ~ ·~t•.;·. ~l . -• --~-·-'·· •• • ·-,., ,,. i'""-,.,. ____ ' • .,.~, ., .......... ,"\' '. ,. ' ', "~1':" PURITAN-BENNETT 94-9-432 LIST 18 T56 •• **BR~DGING REQUIREMENTS** • May 18, 1990 TC RYY = 1.222, BC RYY = 1.222, WLEN/(TC RYY) = 385.636 WORKING LENGTH= 39.281 FT BRIDGING SPACING STANDARD AT 13.094 FT FOR 2 ROW(S) OF H-BRIDGING. -------------------------NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R ,. , .. ' •• i ·.PURITAN~BENNETT -.. ,·· :-Ma,y 18 · :.·-199·0 -·94-,9-432 LIST 18 . ' . . · T57 . . 32LH 306 39' 7-lj411 . _,t; -----------------------~---~------~---------------------------------------~----. ** LONG SPAN JOIST DESIGN REQUI;REMENTS** SJI S-PECS VULCRAFT. ENG DEPT** -.,..-------------------BR:cocii;ci-~--r:i;T~ENn-Rciiii-iNo _________ icTuii:-oiFi:----------· , DEPTH BS LENGTH SPACING STANDARD.STANDARD INCHES 32.0-0 39-7 1/4 13.1 1.28 TL .40 LL j ---------~-------: **LOAD CRITERIA** ~----------------TOTA,L LOAD = 3 0'6 • PLF, LIVE _LOAD = 9 6 • PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/ 3°60 .. TOTL LOAD DEFLECTION $PECIFIED AS Li'240 '--------~------------·**BASIC DIMENSIONS** :------------~-------LEFT RIGHT · WK LENGTH END -PANEL END PANEL 39.2708 5-2 0/0 5-2 0/0 LEFT VAR DIM 1-3 5/8' .RIGHT VAR DIM INTERIOR PANELS 1,-3 5/8 !5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-10 0/0 3-10 0/0 . 'DEPTH DEPTH DEPTH -LEFT CENTER RIGHT ·32 O,f.O 32 0/.0 3·2 0/.0 ~ACTUAL) 30 7i'8 30 T/8 30 1i' ?> EFF) ------------------*.*TRUSS ANALYSIS** -I--~--~--~---------EFF WEB WEB p;p LOAD.,..LBS· DEPTH· MEM SLOPE \1 561. o .. · 30:.898 2 -. 5.15 2 964.2 30.898 2D -1 .• ·931 3 811.:2 30.8:98 3 1 .• 978 4 816.0 3·0. 898 4 -.966 5 8.16. 0 30.898 v2· .ooo 6 816.0 18:~§~ 5 .966 7 816.0 6 -.966 8 816.0 30.898 V3 • 0'00 9 816 .• 0 30 .-898 7 .966 10 81.6. 0 30 •. 89:8, 8 -.966 ·11 816. 0 , 3:0.898. V4 .ooo 12 816.0 30 •. 898 SR .966 13 . 811. 2 . 3.0 .898. 7R . -.966 14 964 .• 2. 30.898 V5 .ooo 15 561.0 3·0.898. GR .966 16 .o .ooo 5R -.96'6 17 .o .000 V6 .-000 . 18 .• 0 • 000 4R .966 19, .o .• 000 3R -1.978' 20: .·o .000 2DR ;L.931 21; .o .QOO 2R .5;1.5 ! AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + J,:18.98. 3 10578.1 .o 108'5.8 10078.8 .o -502:3. 8 .o 12345.9 + 5286.4 16-148. 8 .o 816.0 16148.8 .o 4111 .• 6 .o 19106.6 + 2936.9 21219.3 .o ·s1.6 •. O· 21219.3 .o '.,1:762'. 1 .o 22487.0 + .I.Ii' 587.4 .22909. 5 .o .;.I. 816-.• 0 229·09. 5 .o + . 5'87. 4 •. o 22487.0 1762, •. 1 'J 21219.3 • o . . 816.0 212J.9. 3 .o + 2936~9 .o 19106.6 4111. 6. 16148.8 .o -. 816-.-0 16148.8 .o + 5286.4. .o 12345.9 5023. 8 . 10078.8 .o 1085 .• 8 10578.1 .o + .11,898... 3 .o .o • ~ .,._: • ·.:,:_ 1. -•• -• -' ~ -• • I' .. ~-> '"-:: ": • > • ' ' • ·-_t . . ~ .... ', ' . . "' • p -:-.. ... ;-,... ·... .. -• -· • ' -• .:~ • .., • ' -•,-• I ,. • ~ • PURITAN-BENNETT 94-9-432 LIST 18 T57 •• . May 18, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 9993.8 .3331 -4613.5 LEND PANEL MP 9993.8 .5252 4079.8 L VAR PANEL PP 9522.1 .3174 -4613.5 L VAR PANEL MP 9522.1 .5406 332.1 INT PANEL PP 21644.2 .7215 -2176.0 INT PANEL MP 21644.2 .9426 1088.0 R VAR PANEL MP 9522.1 .5406 332.1 R VAR PANEL PP 9522.1 .3174 -4613.5 REND PANEL MP 9993.8 .5252 4079.8 REND PANEL PP 9993.8 .3331 -4613.5 SEC DESCRIPTION AXIAL LOAD K KL/R TC 22 L 2 X 2 X.137 22910. 1.00 40.3 BC 22 L 2 X 2 X.137 22487. 1.00 161.3 SEC DESCRIPTION AXIAL STRESS CBRMP BC 22 L 2 X 2 X.137 21644. .7215 BOTTOM CHORD EXTENSION= 0-7 0/0 • BENDING BENDING STRESS RATIO 16197.7 .5399 5443.6 .2785 16197.7 .5399 443.1 .0188 7639.7 .2547 1451.7 .0641 443.1 .0188 16197.7 .5399 5443.6 .2785 16197.7 .5399 I FLRS 506.lDEV 6 155.6REQ 0 330.7REQ TL COMBINED RATIO .8731 .8036 .8573 .5594 .9761 1.0066 .5594 .8573 .8036 .8731 LENGTH 39-7 1/.4 30-5 l"/4 L/360 LIVE LOAD DEV= 312.2 PLF, L/240 LIVE TbTAL LOAD FOR DEFL = 306.0 PLF. LOAD DEV= 468.3 PLF **END PANEL DESIGN** AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 10578.1 1.00 70.5 1 2D 3-10 0/.0 5 0/.0 RIGHT 10578.1 1.00 70.5 1 2D 3-10 o,o 5 0"/0 --------------**WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 1502.1 LBS. --------------END REACTION= 6008.4 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-l/.4Xl-l/.4X.111 2 1.00 174.5 + 11898.+ 15911. 7.2X .111 10.8+ .OB 2D 18 Ll-l/2Xl-1/2X.145 1 1.00 117.9 -1215.-4447. 2.ox .137 3.3+ .o 3 22 L 2 X 2 X.137 1 1.20 104.7 -5024.-7034. 2.5X .137 4.1+ .o 4 8 Ll-l/.4Xl-l/.4X.lll 1 1.00 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .o V2 8 Ll-l"/4Xl-l/4X.111 1 1.00 125.4 -931.-2519. 2.0X .111 3.1+ .o 5 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6279. 2.ox .137 4.8+ .o 6 8 Ll-l/.4Xl-l/.4X.lll 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o V3 8 Ll-1Z4Xl-1Z4X.lll 1 1.00 125.4 -931.-2519. 2.ox .111 3.1+ .o 7 14 Ll-lZZXl-lZ2X.115 1 1.00 149.9 -2163.-2205. 2.ox •. 115 4.0+ .o 8 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180.5 + 2163.+ 7955. 2.4X .111 3.6+ .o V4 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -931.-2519. 2.ox .111 3.1+ .o 8R 8 Ll-1Z4Xl-1Z4X.lll 1 1.00 180.5 + 2163.+ 7955. 2.4X .111 3.6+ .o 7R 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2163.-2205. 2.0X .115 4.0+ .o V5 8 Ll-1Z4Xl-1Z4X.lll 1 1.00 125.4 -931.-2519. 2.ox .111 3.1+ .o 6R 8 Ll-l/4Xl-l/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o 5R 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6279. 2.0X .137 4.8+ .o V6 8 Ll-l/4Xl-l/.4X.lll 1 1.00 125.4 -931.-2519. 2.0X .111 3.1+ .o 4R 8 Ll-l"/4Xl-l/4X.111 1 1.00 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .o 3R 22 L 2 X 2 X.137 1 1.20 104.7 -5024.-7034. 2.5X .137 4.1+ .o 2DR 18 Ll-l/.2Xl-l/.2X.145 1 1.00 117.9 -1215.-4447. 2.0X .137 3.3+ .o 2R 8 Ll-l"/4Xl-1/4X.111 2 1.00 174.5 + 11898.+ 15911. 7.2X .111 10.8+ .OB \ PURITAN':"'BENNETT , , 94-9-. 43-2 LIST T57 . . . 18 • -:-· ,, . ' ' .. ' -----~-----------------~--**B~IDGING REQUI;REMENT$**· •••• May .1·e, · 1990 .. -~---------------~--~----r , TC.,RYY ;::: 1.222, BC RYY = 1.22~·, WL~:N/ (Tc' ,RYY) = 3,$,?.534 WORKING LENGTH= 39.271 FT · . ~~±~~±!'!~--~~~2±~~-~'.:~!?~!? AT 13. 09-0 FT FOR 2 '.ROW(S) OF H-BRIDGING. ~OTij: I " i ' .. _~;~:;. ... END PANEL)SHORTENE:D DUE TO SLOP_E OF WE;B W~./W3-~ ·.: :·:· ·,:·. ... :.~' . . -· .... -: .. __ ... ' •: • : .... •',' .... ~ ••• ' >.! . ~-., __ .... -.--., ' ' ~"; :__ ~ . : -" ' ' '~-~ ,. ' .. ,... .. . -· .. .... \•' .·: ·. ' ' .· :'•. -• t •• • PURITAN-BENNETT 94-9-432 LIST 18 ·May 18, 1990 T58 32LH 306 39' 11-1/2" -------------------------------------------------------------------. ----------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** -------~----------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH 32.00 BS LENGTH 39-11 1/2 SPACING STANDARD STANDARD INCHES 13.2 1.28 TL .40 LL **LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 39.6250 5-4 0/0 5-4 0/0 LEFT VAR DIM 1-3 3/4 VAR DIM INTERIOR PANELS 1-3 3/4 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-0 0/0 4-0 0/0 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 32 0/.0 30 718 32 0/.0 32 0/.0 (ACTUAL) 30 718 30 718 (EFF) **TRUSS ANALYSIS** pp 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 LOAD-LBS 586.5 991.3 812.8 816.0 816.0 816.0 816.0 816.0 816.0 816.0 816.0 816.0 812.8 991.3 586.5 .o .o .o .o .o .o EFF DEPTH 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 .ooo .000 .000 .000 .000 .000 WEB MEM 2 20 3 4 V2 5 6 V3 7 8 V4 SR 7R V5 6R 5R V6 4R 3R 2DR 2R WEB SLOPE -.498 -1.931 1.962 -.965 .ooo .965 -.965 .ooo .965 -.965 .ooo .965 -.965 .ooo .965 -.965 .000 .965 -1.962 1.931 .498 AXIAL LD IN WEB + 12278.5 1116.4 5034.0 + 5286.7 816.0 4111.9 + 2937.1 816.0 1762.2 + 587.4 816.0 + 587.4 1762.2 816.0 + 2937.1 4111.9 816.0 + 5286.7 5034.0 1116.4 + 12278.5 AXIAL LO TOP CHORD 10989.7 10476.3 .o 16566.0 16566.0 .o 21637.2 21637.2 .o 23327.6 23327.6 .o 21637.2 21637.2 .o 16566.0 16566.0 .o 10476.3 10989.7 .o AXIAL LO BOT CHORD .o .o 12762.6 .o .o 19524.2 .o .o 22905.0 .o .o 22905.0 .o .o 19524.2 .o .o 12762.6 .o .o .o • ·., . ' ,.,, • . . ' . ' ' . ' .. , · .PTJRI.TAN-BENNETT . · 9-4·-9-.4.3.2 . LIST 18 T5'8 , . May -is,_ 1990 --------~-------~ **CHORD DESIGN*-* STEEL FY= 50000~ P~I ·-~----------~---AXIAL AXIAL MOMENT BENDING • STRESS 16398.1 BENDING COMBINED ·STRESS RATIO UNI.LOAD L END PANEL PP 9638. 4 • 3213. --5019. 6 RATIO .5466 .2824 .5466 • 0136. .2370 .0575 .0136 .5466 .2824 .5466 RA.TIO_ .8679 .7892 .8529 .5250 .·9189 ~9186 .,5250 .8529 .7892 .8679 LEND PANEL MP 9638.4 .5.068 4468~.4 L VAR PANEL PP 9188.2 .3,063 -5019.6 5603.7 16398.1 3'35. 2 7108.5 1364.4 335 • .2 .16398 .1 5603.7 16398.1 L VAR PANEL MP 9188. 2 • 5113 26·7. 3 , INT .PANEL PP 20459'. 4 .,6·820 ..,.21:76;.,0 INT PANEL MP 2·0459. 4 ~ 8611 1-088. 0 · 'R VAR PANEL MP 9188.2 .• 5:113 267.3' R VAR PANEL PP 9188. 2 • 3063 -5019 .• 6 R END PANEL MP . 96.38 •. 4 • 50'6·8 . 4468 .,4 'R END PANEµ ·pp-9638. 4 • 3213 -S:0.19 .• 6 SEC· DESCRIPTION AXIAL LOAD .K KL/R .~c 23 L 2· x ·2 x.i4e 2j328; i.oo · 40.4 I FLRS 524.8DEV 2 159.9REQ 0 339. 7REQ TL LENGTH 3,9-11 1/.2 30,-5 1,2 ·BC 22 L, 2 X 2 X.137 2~905; lrOO 161.3 SEC DESCRIPTION AXI:AL STRESS CBm-1P BC· 2 ~ B&T.TaM 6HO~D ix~i*sI:ON = ·2·3£3~ ~ 0/0 . 7346 , L63·60-LIVE LOAD DEV = .315. i PLF, l;:,/240 IiIVE LOAD 'r TAL LOAD FOR DF;!FL = 306.0 PDF. DEV= 472. 7 PLF ' , .. , . ---------------------_ :**END PANEL OESIGN**' '-~-----------'"!'It------· .AXIAL LOAD K LEFT . . 1098:9. 7 1. 00 RIGHT 10989.7 _1.00 KL/R FLR WEB-T.O END BASEL NGM NGM B. DEPTH 73.8 1 2D 4~ 0 0j0 5 0/0 73-~8· 1 '2D 4-0 0'J0 5 0'/0 --------------. . . **WEB DESIGN** ST~EL FY== 50000. PSI. MI-N VERT SHEAR= 1515.7 LBS. +--·~----~---~--:-: WEB NO DESCRIPTION '.2 8 L1-1/.4X1-1/4X.111 2D 18 L1-1/2Xl-lt2X.145 13 22L 2. X 2 X,.137 4 . 8 Ll-1/.4Xl-1/.4X.111 ·V2 :a Ll-lJ4Xl-1/4X •. 11'1 :5 22 L 2 X 2 X.137 16 8 Ll-1/4Xl-1/.4X.111 V3 .8 L1-1Z4Xl-1,Z4X.111 7 14 L1~1Z2Xl-1Z2X.115 : 8 8 Ll-1/ 4X1-1Z 4.X .111 •V4 . 8 L_l-1Z4,Xl;-1Z4X.11:1 BR 8 Ll-1Z4Xl-1Z4X.111 7R 14 L1-1/2Xl-1Z2X.115 V5 8 Ll--1Z4Xl-1Z4X.:,11,1 :6R . 8· Ll-1Y4X_l-.1l4X.111 §R 22.L 2 X 2 X~137 ~6 8 Ll-1/4X1-1/.4X~l11 A 3 RR .. a L1~1j4X1-1]4X.111 22 L 2 X 2 X.137 2lDR 18 Ll-1/.2Xl-:-l/2X.145 2R 8 ~1-1t4X1-lt4X.1i1 ·-, . -"~ . Q K · 2 1. 00 1 1 .. 00 11.20 1 1.00. 1 1.00 1 1.00 1 1.00 1 1.00 1 ·1,. 00 1 1.00 1 1.00 1· 1. 00 1 1.00 1 .1. ob 1 1.00 1 1.00 'J. 1.00 1 1 .• o·o 1 ,l. 20 1 1.00 2 1.00 , . . :1~8-REACfii?N = REgoi~r1E~BfVBL KL/R A~_LOAD AX_ ~OAD WELD SIZE. WELD SLOT 179~1 + 12278.+ 15911. 7.4X .111 10.9+ .OB 111~9 -1248.-4448. 2.ox .137 3.3+ .o 104~9 -5034~-7018. 2.5X .137 4.1+ .O 180.5 + 52,87.+ 7955. 3.2X .111 3'.6+ .o· 12:s·.4 -Q.33•-2520. 2.ox .111 3.1+ .. --o 112L1 -4112.-6280. 2.ox .137 4.8+ .o 18.0.5 + 2Q:37~+ 79:55~ 2.4X .111 '3.6+ .O 125.4 -933.-2520. 2.ox .111 3.1+ .o 1.49-. 9 -:-2182.:-2206. 2. ox .115 4. o+ • o 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .O _125.4 -933.-2520. 2.ox .111 3.1+ .o ,180.5 +. 2182.+· 7955. 2.4X .111 3.6+ .O 149.9 -, ,21·82.-2206-. 2.0X .115 4.0+ .O 125~4 ~-933.-2s20. 2.ox .111 J.1+ .o 18.0.5 +. 2·937.+ 79:55. 2.4X .1·11 :LG+ .O .112.1 -4112~-62&0. 2.ox .137 4~a+ .o 125.4 ~ 933.-z52n. 2.ox .111 3.1+ .o 1.80.·5 + .52.87.+ 7955. 3.2x .111 3.6+ .·o 104.9 -503·4.-7018. 2.5X .137 4 •.. 1+ .O 117~Q 124a.~ 4448. 2.ox .137 3~3+ .o 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .QB ,-.. -' . : ~: ' -. ->:;._ \~.--;,-./·· •: :.:-·.,:.-~ ·~·-.. :· ::-~i _::::-__ : ,._,_ :,··..:.·· .... ~-.. '" ..... -..... -.. .... ~~ ~ ... :,~.~--·~· ... : .... T ,' ,/ • ' -# -~~ • •' , '., • • < • ~::. -= ... -·.~:,,·,:.·.~_:.:.-.:··,··-··:·~:-~_.-rt-~·~.--,:-·:_:.·_~-,. '.•::'I ' ' . . ' ~ -... ' ~ . . ,:!. •: .;. ,N.' • • -,,• ,< -•,-.,. •? • 0 0.,. ••• ' • ' ,_ • • .., '"" ~ I ' ,• PURITAN-BENNETT 94-9-432 LIST 18 . T58 • **BRIDGING·-REQUIREMENTS** ------------------------- •• May 18, 1990 TC RYY = 1.225, BC RYY = 1.222, WLEN/(TC RYY) = 388.169 WORKING LENGTH= 39.625 FT BRIDGING SPACING STANDARD AT 13.208 FT FOR 2 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R • •- PURITAN-BENNETT 94-9-432 LIST 19 May 18, 1990 T59 32LH 306 39' 11-5/811 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** DEPTH BS LENGTH 32.00 39-11 5/8 **LOAD CRITERIA** BRIDGING SPACING 13.2 LEFT END RGHT END STANDARD STANDARD TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 **BASIC DIMENSIONS** LEFT RIGHT RIGHT ACTUAL DEFL INCHES 1.28 TL .40 LL WK LENGTH END PANEL END PANEL 39.6354 5-4 0/0 5-4 0/0 LEFT VAR DIM 1-3 3/4 VAR DIM INTERIOR PANELS 1-3 3/4 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-0 0/0 4-0 0/0 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 32 0/0 30 1,a 32 0/.0 32 0/0 (ACTUAL) 30 718 30 718 (EFF) **TRUSS ANALYSIS** pp 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 LOAD-LBS 586.5 992.1 813.6 816.0 816.0 816.0 816.0 816.0 816.0 816.0 816.0 816.0 813.6 992.1 586.5 .o .o .o .o .o .o EFF DEPTH 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 .000 .000 .000 .000 .000 .ooo ._, .. WEB MEM 2 2D 3 4 V2 5 6 V3 7 8 V4 BR 7R V5 6R 5R V6 4R 3R 2DR 2R WEB SLOPE -.498 -1.931 1.954 -.965 .ooo .965 -.965 .ooo .965 -.965 .ooo .965 -.965 .ooo .965 -.965 .ooo .965 -1. 954 1.931 .498 AXIAL LD IN WEB + 12282.0 1117.3 5039.0 + 5286.7 816.0 4111.9 + 2937.1 816.0 1762.2 + 587.4 816.0 + 587.4 1762.2 816.0 + 2937.1' 4111.9 816.0 + 5286.7 5039.0 1117.3 + 12282.0 AXIAL LD TOP CHORD 10992.9 10479.1 .o 16578.3 16578.3 .o 21649.5 21649.5 .o 23339.9 23339.9 .o 21649.5 21649.5 .o 16578.3 16578.3 .o 10479.1 10992.9 .o AXIAL LD BOT CHORD .o .o 12774.9 .o .o 19536.5 .o .o 22917.3 .o .o 22917.3 .o .o 19536.5 .o .o 12774.9 • 0 .o .o .PURITAN-'BENNETT 94~9-432 LIST 19 T'59 .. ------------------. ' '•,' ,. May 18; .199.0 **CHORD DESIGN** STE:EL FY = 50000. PSI -----~~--------- LEND PANEL pp· ·, L E~D PANEL MP ', t ~~ ~~'~t fu~ INT PANEL PP . INT PANEL.MP '. R VAR PANEL MP · : R V:AR PANEL PP ,REND PANEL MP REND PANEL PP AXIAL STRESS 9641.2 964.1. 2 9190.6 9190.6 20470.2 2.0470.2 9190.6 9190. 6, 9641.2 9·641.2 'TC B.C SEC DESCRIPTION 23 L 2 X 2 2'2 L 2 X 2 x .• 148 X.13T 1 SEC DESCRIPT.ION AXIAL . MOMENT RATIO UNI LOAD .3214' -5021.7 .5069 4467.6 .• 3064 ~5021. 1 .5122 274.6 ••. 8686.2163 ~2176·. O 10'88. 0 • 5122 274·. 6 .3064 -5021.7 .5069 4467.6 • 32+4 -502.1. 7 AXIAL LOAD K KL/R 2 3 3,4 0 • 1 • 0 0 4 0 • 4 22917. 1.00 161.3 BENDING BENDING STRESS RATIO 16404.7 .5468 5602.6 .2824 16464.7 .5468 344.4 .0140 7108.5 .2370 1364.4 .0575 344.4 .0140 i~t8~:i :~i~~ 1-64.04. 7 • 54 68 I FLRS 524.BDEV 2 160 •. 0REQ 0 340.0REQ TL COMBINED RATIO • 8,682 .7893 .8/532 .5263 .9193 ~9190 .5263 .8532 ~7893 .8682 LENGTH 3.9-11 5/8 3·0-5 5/8 BC 22 L 2 X Z X.137 .. AXIAL STRESS CBRMP 2'2051. . • 735.0 :;::: .• o-7. ,0/0 BOTTOM CHORD EXTENSION L./ 3 6'0 LIVE LO.AD DEV :;:: . TOTAL LOAD FOR DErL = . 314 •·:9 PLiF, L/240 LIVE LOAD DEV = 306 •. 0 PLF. 472.3 l?LF --------------~~-~~-**END PANEL DESIGN** '--~-----------------AXIAL LOAD LEFT .10.992. 9 RIGHT 10992.9 K 1 .• '00 1.00 KL/R 73.8 73.8 FLR WEB 1 .20 ;L 2D TO END BASEL NGM NGM 4-0 0/0 4~ 0 0/0 B. DEPTH 5 07.0 5 oyo ---------------**WEB DESIGN** STEE:L FY ·-:------------~--- WEB NO DESeiUPTION' '2 8 L1-1/4Xl-1/4X.111 .2D 18 Ll-1/2Xl-1/2X.145 3 22 L 2 X 2 X.137 4 8· Ll-1/.4Xl-1/4X.11_1 V2 8 Ll-1/4Xl-1/4X .• 111 5 22 L 2 X. 2 X.137 6 8 Ll-1/4X1-1/4X.111 ,V73 8 Ll-lZ 4x1~1z 4X-.,111 14 Ll-1Z2Xl-1Z2X.115 8 8 L1-1Z4Xl-1Z4X.111 :v4 a L1-1z4x1-1z4x.111 BR 8 Ll-1Z4Xl-1Z.4X.111' ,'7R 14 Ll-1{2Xl-ll2X.115 V5. 8 Ll-1Z4XJ.,-J,Z4X.111 :6R 8 Ll-li'4Xl-1/4X.111 5R 22 L 2 X 2 X.137 ~6 8 Ll-1/4Xl-1/4X.111 4R 8 L1-1/4X1-1/4X.111 3R 22 L 2. X 2 X~1~7 2DR 18 Ll-1/2Xl-1/2X.145 ~R 8 L1-1/4Xl-1/4X.111 ' :···.· • .:. • r .:· '.-., ' ·\-.' _.. . . ; ' ~ -: .. '.' ·-' . , .. ' -, . ~ cl..... . ··-. :-·:: ··-. . •• 'l, '· = 50·000. PSI. MI~NiE~A~¥¥~ : ~g~~:½ ti~:. . . REQ DEV . · E,EQ FILLET AVBL Q K .KL/R AX·LOAD AX LOAD WELD SIZE WEI,iD SLOT 2 1. 00, 179 .1 + 12282. + 15911. 7. 5X .111 10. 9+ • OB 1 1.00. 117.9 -1249.-444.8. 2.ox .137 3.3+ .o 1 1.20 10~.Q -5039.-7010. 2.5X .137 4~1+ .O 1 1. oo· · 1ao ~ 5 + . 5.2.87. + 79·55. 3. 2x .111 3. 6+ • o 1 1.00 12-5.4 .... 933.~ 2520. 2.ox .111 · 3.1+ .o 1 1.00 112~1 -4112.-6280. 2.ox .137 4.£+ .o 1 1.00 180.5 + 29.37.+ 7955. 2.4X .111 3~6+ .O 1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o 1 1.00 149.9 -21a3.-2206. 2.ox .115 4.o+ .o 1 i.oo 1ao.s + 21a3.+ 7955. 2.4X .111 3 .• 6+ .o 1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o 1 1.00 180.5 + 2183.+ 7955. 2.4X .111 3.6+ .O 1 1.00 149.9 -2183.-2206. 2.ox .115 4r0+ .o 11.00 125.4 933.-2520. 2.ox .111 3~1+ .o 1 1.00 180.5 + ·.2.9:37~+ 7955. 2.4X .111 3.6'+ .O 1. 1.00·112 .• 1 -4112.-. 6280. 2.ox .137 4.a+ .o 1 1 .• 00 125 •. 4 -933.-2520. 2.ox .111 3.1+ .o .1 1.-00 180~5 + 5287.+ 7955. 3.2X .111 3.6+ .O 11.20105.0 -5039~-7010. 2.5X .137 4.1+ .O · 1 1.00 117.9 -124~.-4448. 2.0X .137 3.3+ .O 2 1~00-179.1 +.12282.+ 15911 •. 7.5X .111 10.9+ .OB • • • ' ':.: .:. ,I~! • - '•,,. ~---'. ,. . ~ ' . .: . . '" ...... -.. ...... '.: ~. ': :·:--·_,, ' . -...... , •,- PURITAN-BENNETT 94-9-432 LIST 19 T59 • -------------------------**BRIDGING REQUIREMENTS** ------------------------- - May 18, 1990 TC RYY = 1.225, BC RYY = 1.222, WLEN/(TC RYY) = 388.271 WORKING LENGTH= 39.635 FT BRIDGING SPACING STANDARD AT 13.212 FT FOR 2 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R •• ' ' -,, -----------------. . **LOAD CRITERIA** -----~~~-----~--~ TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. •LIVE LOAD DEFLECTION SPECIFIED AS L/360 i TOTL LOAD DEFLECTION SPECI,FIED AS L1240. ·---~----~-~~-------~ ·**BASIC D~~ENSIONS** _., -. -.. ------------------~-LEFT RIGHT WK LENGTH END PANEL.END PANEL 39.62ij0 5-4 0/0 5-4 0/0 LEFT VAR DIM· 1-3, 3/4 RIGHT VAR DIM INTERIOR PANELS. 1.-3 3/4 5 AT 5-4 0'/ 0 . LEFT TC . RIGHT TC END· .BANEL END PANEL 4-0 0/0 4--0 0/0 :DEPTH DEPTH DEPTH 'LEFT CENTER RIGHT , 32 0/.0 32 O[O 32 Of.:O (ACTUAL) · 30 718' 30 7}8 30 7/8 (EFF) .:..-----~-~--------- pp· EFF WEB WEB LOAD-LBS DEPTH MEM SLOPE ! 1 586~5 .. 3'.0.894 2 .... 498 2 991.3 30.894 2D -1. 9;31 3 812.8 30.'894 3 1. 96·2 4 816-. 0 30.894 .4 ..;,96·5 5 816.0 30.894 v~ .·000 6 816.0 30.894 5 .965 '. 7 816 •. 0 30.894 6 -. 9.65 8 816.0 3·0·. 894 V3 .·000 ·9 816.0 30.894 7 ~965 10 816'..0 30.894 8 -.965 11 816.0 30.894 V4 .ooo 12 816.0· 30 .• 894 SR e96·5 13 812. 8 .. , .. ,.30.~ .. 894 7R -. 9-65 14 ,991. 3 30. 8.94 vs .ooo 15 58·6.5 3,0.894 '6R. .,96:5 16 ~o •. 000 SR .:...965 .17 • 0: ~0'00 V6 ~ 0.00 18 •. b • 0.00 4R .·· ., •. 965, 19 .o • 000 3R . -1.962 20 .o .oo·o ·20R 1. 93·1 ~1 .o .• 000 · 2R • 4;98 ·, 'I .' . '\ ~ ' ~·: ' i AXIAL LD AXIAL LD AXIAL LD IN. WEB 'TOP CHORD BOT CHORD + 12278 .• 5 10989.7 .o 1116 .·4. ·1047"6. 3 .o· 5·034. 0 .o 12762 .·6 + 5286'.. 7 16566.0 .o 8,16. O 16566.0 .o -4:111. 9 .o 19524.2 + ~9,37.1 21-637. 2 .o .816'.0 21637.2 .o 1762.2 .o 22905.0 + 58.7.4 2,3,3-27. 6 .0 ~:~~··: 2· 23;327.6 .o + .o 22905.0 '17'62-. 2 2.1637 •. 2 .o 816.0 21637. 2 • 0· + 29,37 .1 .o 19524 .• 2 .,. 4111.9' 16:566. 0 .o ' ..... 816.0 16'56.6. 0 .·o + .. 5286.7 .o 12762.6 5034.0 10476.3 .. o -il16.4 10989.7 .o + ·12278.5 .o .o ': ~ ~ . . . ·; ... ,.. . ' ' ~ - : ;_ '~ + • • . .-:· .: ; : ,:::~}:>·.::~<-. ;\ .;: ' • , --0, -<t .. -i ., ~ 0 • • •P < • L • • PURITAN-BENNETT 94-9-432 LIST 19 T60 --------· ------- • May 18, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 9638.4 9638.4 9188.2 9188.2 20459.4 20459.4 9188.2 9188.2 9638.4 9638.4 AXIAL RATIO .3213 .5068 .3063 .5113 .6820 .8611 .5113 .3063 .5068 .3213 MOMENT UNI LOAD -5019.6 4468.4 -5019.6 267.3 -2176.0 1088.0 267.3 -5019.6 4468.4 -5019.6 • BENDING STRESS 16398.l 5603.7 16398.1 335.2 7108.5 1364.4 335.2 16398.1 5603.7 16398.1 BENDING RATIO .5466 .2824 .5466 .0136 .2370 .0575 .0136 .5466 .2824 .5466 COMBINED RATIO .8679 .7892 .8529 .5250 .9189 .9186 .5250 .8529 .7892 .8679 SEC DESCRIPTION TC 23 L 2 X 2 BC 22 L 2 X 2 AXIAL LOAD 23328. 22905. K KL/R I FLRS LENGTH 39-11 1/2 30-5 1"/2 BC X.148 X.137 1.00 40.4 1.00 161.3 SEC DESCRIPTION AXIAL STRESS CBRMP 22 L 2 X 2 X.137 22039. .7346 BOTTOM CHORD EXTENSION= 0-7 0/0 524.8DEV 2 159.9REQ 0 339.7REQ TL L/360 LIVE LOAD DEV= 315.1 PLF, L/240 LIVE TOTAL LOAD FOR DEFL = 306.0 PLF. LOAD DEV= 472.7 PLF --------------------**END PANEL DESIGN** --------------------AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 10989.7 1.00 73.8 1 2D 4-0 0/0 5 0/0 RIGHT 10989.7 1.00 73.8 1 2D 4-0 o,o 5 o,o --------------**WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 1515.7 LBS. --------------END REACTION= 6062.6 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-l/4Xl-1/4X.111 2 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB 2D 18 Ll-ll2Xl-ll2X.145 1 1.00 117.9 -1248.-4448. 2.0X .137 3.3+ .o 3 22 L 2 X 2 X.137 1 1.20 104.9 -5034.-7018. 2.5X .137 4.1+ .o 4 8 Ll-l/4Xl-l/.4X.lll 1 1.00 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .o V2 8 Ll-ll4Xl-ll4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 5 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.0X .137 4.8+ .o 6 8 Ll-l/4Xl-1/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o V3 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -, 933. -2520. 2.ox .111 3.1+ .o 7 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2182.-2206. 2.0X .115 4.0+ .o 8 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o V4 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 8R 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o 7R 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2182.-2206. 2.0X .115 4.0+ .o vs 8 Ll-1Z4Xl-1Z4X.lll 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 6R 8 Ll-ll4Xl-ll4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o SR 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.ox .137 4.8+ . 0 V6 8 Ll-1/4Xl-1/4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 4R 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .o 3R 22 L 2 X 2 X.137 1 1.20 104.9 -5034.-7018. 2.5X .137 4.1+ .o 2DR 18 Ll-1/2Xl-1/2X.145 1 1.00 117.9 -1248.-4448. 2.0X .137 3.3+ .o 2R 8 Ll-1/4Xl-1/4X.111 2 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB , I ' ---' • .-• ·, PURITAN-BENNET.T ': ,94-9-432 . LIST· , 19: .,, ,., ~a.y-: 18-, .. 1,990 < TE>O . t -----~----------------~~-, **BRIDGING REQUIREMENTS** ---------~--~~-~-~--~~--~ ' TC RY.Y = 1. 225, BC RYY = J,.. 222, WLEN/ (T.C RYY) = ~88 .169 WORKING LENGTH -39.625 FT .BRIDGING· SPACING STANDARE> AT :};3~208 FT' FOR ·2 -RCW(S) OF H-BRIDGING. · NbTE;--ENb-PANEL-SHORTENED DUE T9, SLOPE OF WEB W3/W3;R . 'i . -. ,:J, ;• -.... t :+.-;: -·.·.,' . -. ·PURITAN-BENNETT 94-9-432 LIST 19 T61 32LH 426 • -May 18·, 1990 39' 3 11 •• ** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS -VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES LOADS 32.00 39-3 0/0 19.5 1.61 TL REQ .13 LL **LOAD CRITERIA** TOTAL LOAD= 426. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 CONCENTRATED 2.000 KIP(S) TOTAL AT PP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 **BASIC DIMENSIONS** LEFT WK LENGTH END PANEL NOTE: SPECIAL DIMENSIONS DEFINED-- 38.9167 4-0 0/0 RIGHT END PANEL 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-0 0/0 3-0 0/0 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 32 0/0 30 114 32 0/0 32 0/0 (ACTUAL) 30.114 30 114 (EFF) **TRUSS ANALYSIS** pp 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 LOAD-LBS 2390.5 3304.6 3269.1 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3269.1 3304.6 2390.5 .o .o .o .o .o .o EFF DEPTH 30.293 30.293 30.293 30.293 30.293 30.293 30.293 30.293 30.293 30.293 30.293 30.293 30.293 30.293 30.293 .ooo .ooo .000 .000 .000 .000 WEB MEM 2 2D 3 4 V2 5 6 V3 7 8 V4 8R 7R vs 6R 5R V6 4R 3R 2DR 2R WEB SLOPE -.659 -2.524 1.102 -.947 .ooo .947 -.947 .ooo .947 -.947 .ooo .947 -.947 .ooo .947 -.947 .ooo .947 -1.102 2.524 .659 LEFT RIGHT VAR DIM VAR DIM INTERIOR PANELS 2-3 1/2 2-3 1/2 5 AT 5-4 0/0 AXIAL LD IN WEB + 37998.4 3554.5 23762.6 + 20527.5 -3136.0 15965.8 + 11404.2 3136.0 6842.5 + 2280.8 3136.0 + 2280.8 6842.5 3136.0 + 11404.2 15965.8 3136.0 + 20527.5 23762.6 3554.5 + 37998.4 AXIAL LD TOP CHORD 31735.1 30426.0 .o 60788.7 60788.7 .o 80665.2 80665.2 .o 87290.7 87290.7 .o 80665.2 80665.2 .o 60788.7 60788.7 .o 30426.0 31735.1 .o AXIAL LD BOT CHORD .o .o 45881. 3 .o .o 72383.3 .o .o 85634.3 .o .o 85634.3 .o .o 72383.3 .o .o 45881.4 .o .o .o .: •. --7,· ' ' .. '·, ~ ~ ·' '·,, '---~----,--,---,.-~--- ,LEND 'PANEL. PP 'L, END PANEL MP -L VAR PANEL. PP· L VAR PANEL MP INT. PANEL PP INT· PANEL MP :R VAR PANEL MP ·, R VAR PANEL PP REND· PANEL 'MP i'R,END Pl\N~L PP • ,•· • ~ ~ --, ' •• ' > ' STEE:t;.i FY AXIAL STRE'8S ~~~~:~ 9466.5 9466.5 27'158 .,9 27158.9 9466.5 94'66. 5 9873.8 9873-. 8 ·. ·May ·18, '.iQ90 ·= -50000. PSI AXIAL RATIO .3291 • 42-69 .3155 .4401 • 9053 · .9874 • 44.01 .3155 .4269 , •. 3g91 .MOMENT . UNI LOAD -5063·. 7. 29:L0.3. -.5063. 7 2488.7 ·-302·9.3 1514.7 2488~7 -5063. 7 291·0. 3 -5063~7 ; l '' .~ BENDING ·-STRESS ·39-43. 5 '901.4 3943.5 770.8 23·59. 2 469.1 770 .• 8 3943.5 901.~ 4 3943 •. 5 BENDING RATIO .1314 .0321 .1314 .0277 .0786 .0169 .0277 .1314 .0321 .1314 COMBINED RATIO • 460'6 • 45'90 .4470 .,4678 .9839 1.0043 .4i578 .4470 .4590 .4606 SEC DESCRIPTION L. 3 . X 3 -AXIAL L0AD· 87'291,. ·85634. K _ KL/R 1.00 27.1 1.00 108.3 I FLRS LENGTH 3'9-3 0/.0 3:3-0 0"/0 I TC 46 BC 46 SEC L 3 X 3 DESCRIPTION AXIAL STRESS C~RMP 1480.2DEV 2 151.5REQ O 1224.2REQ TL .BC 46 L 3, X 3.. X. 281 27159,. • 9053 BOTTOM CHORD EXTENSION = Q-,-10 1/2· . L/3.60 LIVE LOAD· DEV = -938.2 PLF', L/240 ;GIVE LOAD DEV= 14.07. 4 PLF TbTAL LOAD FOR DEFL ;:::: 1164 .,-0 PLF. . -------~-----~-~~---:**END PANEL DESI'.GN.*-* · -~-~--~------~--~--~ AXIAL LOAD K LEFT 317.35.1 1.00 R;I:GHT 3173·5.1 1.00 KL/R 57.6 57.~ FLR WEB ,o -2D 0 2D TO END BASEL NGM NGM .. 3~ 0 0./0. -- 3-0 ·0/0 B. DEPTH 5·010 5 o,o STEEL FY , .......... __ ~·--'!-----~ :WEB NO ' 2 27 2D 18 3 25 4 17 , V2 14 5 17 , 6 22 V3 14 7 27 8 22 ·V4 14. :,8R 2·2 i7R 27 , V5 14 6R 22 ' 5R 17 · V6 14 , 4R 17 : 3R 25 DESCRIPTION L ,2 X 2 X .• 1,88 Ll-1/2Xl-1/2X:~ 145 L 2 ,X Z X.163 Ll-1/2X1-1/2X.138 L1~1z2x1~1z2x.115 Ll~l/2Xl-1/2X~138 t1-f/25h-·i,;i:1rl t. j ~: -~ ~: i~~ = 50000.. PSI. MIN VERT. SHEAR = . END"REACTION = . REQ., .DEV Q2-K KL/R AX LOAD AX LOAD 1... 00-89,. 2. + ,3799-8. + ,42999. 1 1.00 110.4 -4024.-5072. 2 1 • 0 0 51 • 8 -2 3 7 6.3 • -2 8'9 0 6 • 2 1~00 95.1 + 20527~+ 23E97. 11.-00102~1 -'3512.-4646. 2 1. 00 , 74. 6 ... ,15-966 •. -15:823. 1 1.00 111.l + 1140:4~+ '.15877. ·11.00 1,0'2.1 -:3572.-4.646. 1 1.00 111.9,.. 8469.-8546. 1~1~-00 111.l + B469.+ 15877. 11.001oa.1 -3512 ..... 4646. 1 1.00: 111.1 + 8469.+ 1·5877. 1 1.0'0, 111.9-·-846,9.-· 8'546. ·11.00 102.~1 --3572.-, 4646. 1 1.00 111~1 + 11404a+ 15877. 2 1.00 74.6 -,15966.-1582·3. 1 1 • 0 O l 0·2 • 1 -3 5 7 2 • -. 4 64 6 • 2"1.00 95.1 + :205:27.+ 23·697. 5822. 3 LBS. 23289. 3 LBS., . REQ FILLET .AVB.L WELD SIZE WELD SLOT 13. 6X .188·· 14 .O+ • OB 2.ox .145 4.o+ .o 9.8X .li53 12.2+ .OB 10.0X • .138 12.6+ .OB 2.lX .115 4.2+ .O 7.8X .1~8 12.6+ .OB ~:fi :lrl J:~t :8 3.0X .188 5.9+ .O 4.2X .137 5.9+ .O 2.lX .115 4.2+ .O 4.2X .137 5.9+ .O 3.0X .188 ·5.9+, .O 2.lX .115 4.2+ .O 5.6X .137 5~9+ .O 7.8X .138 12.6+ .OB 2.lX .115 4.2+ .O . 2DR 18 '.2R 27 Li-1/2X;I.-1/~X .• 115 L 2 X 2 X.137 L 2 X 2 X :18:8 , Ll--1/2Xl-1/~X.115 L 2 X 2 X.137 Ll-1/2Xl-l/2X.138 L1-1z2x1-1/2x~ 115 · Ll-1/'2Xl.,.1/'2X. 13,8 L a X 2 X.163 Ll,-1/2Xh·l/2.X.145 L 2 X 2 X.188 ·2 1.00 51:8 -23763.-28906. 11.00110.4 -4024.-5072. 2 1.00 89.2. + .3,7998.+ 4.2999. 10.0X .138 12.6+ .09 9.8X .163 12.2+ .QB 2·. OX .14.5 4 .'O+ • 0 13.6X .188 14.0+ .OB . . . '.,.~ : ' . ·, . '• ;. ---_:. '': -: :--~ ..:.,-::.; .. -.: -·-'•· . , ... .PURITAN-BENNETT 94-9-432 LIST 19 T61 •• **BRIDGING REQUIREMENTS** ------------------------- • May 18, 1990 TC RYY = 1.640, BC RYY = 1.640, WLEN/(TC RYY) = 284.742 WORKING LENGTH= 38.917 FT BRIDGING SPACING DEVELOPED AT 19.458 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: 2D DISTANCE LEFT EITHER SET OR SPECIFIED. NOTE: 2D DISTANCE RGHT EITHER SET OR SPECIFIED. . ' •, . ! . ••• ·•·· ... , :, ·PURITAN . ..,.BENNETT 1 94~9~ 432· LIST 19 ! T62 3~LH 4·26 · May .18, .199·0 39 ,. ,· 3:n ·-------~----------------------------------------~---~~--------------~---------, ** LONG S·PAN JOIST DESI'GN' · Rll!QPIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ___________________ ..,.BRroGtNG--..,.~tiiT-iio-RGHT-iNo----~----icTuit-oiF£-~orNT __ _ 1 :0EPTH BS LENGTH DEVELOPED · STANDARD STANDARD INCHES LOADS 32.00 39-3 0/0 19.5. . 1.61 TL REQ .13 LL ,-,.-,.------,.---------;·**LOAD CRITE:RIA** 1TOTAL-LOAD-:-~~4;6. PLF, LIVE LOAD= 96. PLF • . LIVE LOAD DEFLECTION SPECIFIED AS L/360 1TOTL ~dAD.DEFLECTION SPEC!'FIED AS L/240 ,'coNCEN.TRATED· 2 •. oo.o KIP(S) TOTAL AT pp 1 2 3 4 5 6 7 8 9 10 1 . 11 12 13 14 15 **BASIC DIMENSIONS** · NOTE: SPEC:I:-AL DIMENSIONS DEFINED--r-------,.----------..,.- 1 LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL. 38.9167 4-0 0/0 4-0·010 VAR DIM'. VAR DIM INTERIOR PANELS 2-3 · 1/2 2.-3 1/2 5 AT 5-4 0/0 LEFT TC RIGHT TC END.PANEL END PANEL 3-o o/o a-.o 010 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 32 0/0 30,114 3.2 .0 /0 3,2 . 0/0 (ACTUAL) 30 114 30 1/4 (EFF) ------------------. . . . **TRUSS AN~LYSJ;.S** -~-----~--~-------- LOAI)..,.LBS EFF WEB WEB pp DEPTH MEM S:LOPE 1 2390,. 5 30.2.93 2 -. 6'59 2 3304.6 30.293 2D -2. 5·24 3 3269·. l 30.293 3 1.10·2 : 4 3136~0 30.293 4 -.947 5 3136.0' 30.293 V2 .000 I 6 3136.0 30.293 '5 .947 7 3136.0 30~293 6 -.947 8 3136~0 30. 2.9,3 · V3 .,000. 9 3136.0 30.293 7 .947 :10 3136:. o· 30. 2-93 8 -.947 11 3136.0 30.29.3 V4 .ooo AXIAL LD IN WEB + 379.98.4 -· 3554.5 23:76'2. 6 + · .20.527 .5 .... 3136.0 · 15965. 8 + .11404 • .2 -313:6 .o 6842.5 + 2280.8 · 313.6. 0 12 313'6 .·O. 30.293 8R • 947 .. + 22·80. 8 11.3 3269 .• 1 30.29~ 7R -•. '94,7 6842.5 14 3304.6 30·. 293 V5 :. 000 3136.0 15 .23·90 •. 5 30.293, 6R · . • 947 + .11404.2 16 . ~o .ooo 5R -.947 15965.8 17 .0 .• 000 V6 . o·oo -3'136. 0 18 .. o .000 4R • 9:47 + 20527.5 19, .o • 0'00 3R · -1.1'02 -237'62.6 20 .o ' ' .000 2DR 2.524 3554.5 21 .o .000 2R .659 + 37998.4 · ..... , "" , ~ ' • '. '• ·~i' '' •• ..... '\. .......... .,. ' ;t '-. --·. AXIAL LD AXIAL LD TOP CHORD BOT CHORD 31735.1 ~b' 30426.0 .o .o 45881. 3. 607SS.7 .o 60788.7 .o .o 72383.3 806.65. 2, •. o 8066'5. 2 .o .'O 85634.3 87290.7 .o 87,290.7 .o .o 85634.3 80665 •. 2 .o 80665.2 .o .o 72383.3 . 6078'8.7 .o · 6078'8 ~ 7 .o .o 45881.4 3042'6. 0 .o 31735.1 .o .o .o ... ,";--.· . ·~ ... ··:·--.... . -~-. . . - ... . :, .. -.. _':.::: ~; -::-'-/:.:: ·-:.:·. ",,.: . . . . -·. ~-" ' ... -~- •• - PURITAN-BENNETT May 18, 1990 94-9-432 LIST 19 T62 ----------------**CHORD DESIGN** STEEL FY= 50000. PSI ----------------AXIAL AXIAL STRESS RATIO LEND PANEL PP 9873.8 .3291 LEND PANEL MP 9873.8 .4269 L VAR PANEL PP 9466.5 .3155 L VAR PANEL MP 9466.5 .4401 INT PANEL PP 27158.9 .9053 INT PANEL MP 27158.9 .9874 R VAR PANEL MP 9466.5 .4401 R VAR PANEL PP 9466.5 .3155 REND PANEL MP 9873.8 .4269 REND PANEL PP 9873.8 .3291 MOMENT BENDING UNI LOAD STRESS -5063.7 3943.5 2910.3 901.4 -5063.7 3943.5 2488.7 770.8 -3029.3 2359.2 1514.7 469.1 2488.7 770.8 -5063.7 3943.5 2910.3 901.4 -5063.7 3943.5 BENDING RATIO .1314 .0321 .1314 .0277 .0786 .0169 .0277 .1314 .0321 .1314 COMBINED RATIO .4606 .4590 .4470 .4678 .9839 1.0043 .4678 .4470 .4590 .4606 SEC DESCRIPTION AXIAL LOAD K KL/R TC 46 L 3 X 3 X.281 87291. 1.00 27.1 I FLRS 1480.2DEV 2 151.5REQ 0 1224.2REQ TL LENGTH 39-3 0/.0 33-0 0/0 BC 46 L 3 X 3 X.281 85634. 1.00 108.3 SEC DESCRIPTION AXIAL STRESS CBRMP BC 46 L 3 X 3 X.281 27159. .9053 BOTTOM CHORD EXTENSION= 0-10 1/2 L/360 LIVE LOAD DEV= 938.2 PLF, L/240 LIVE TOTAL LOAD FOR DEFL = 1164.0 PLF. LOAD DEV= 1407.4 PLF **END PANEL DESIGN** AXIAL LOAD LEFT 31735.1 RIGHT 31735.1 K KD/R FLR WEB TO END BASEL NGM NGM B. DEPTH 1.00 57.6 0 2D 3-o. 0/.0 5 0/.0 1.00 57.6 0 2D 3-O 0/0 5 0/0 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 5822.3 LBS. WEB NO DESCRIPTION 2 27 L 2 X 2 X.188 2D 18 Ll-1/2Xl-1/2X.145 3 25 L 2 X 2 X.163 4 17 Ll-1/.2Xl-1/.2X.138 V2 14 Ll-1Z2Xl-1Z2X.115 5 17 Ll-1/2Xl-1/2X.138 6 22 L 2 X 2 X.137 V3 14 -Ll-1/2Xl-1/2X.115 7 27 L 2 X 2 X.188 8 22 L 2 X 2 -X.137 V4 14 Ll-1/2Xl-1/2X.115 8R 22 L 2 X 2 X.137 7R 27 L 2 X 2 X.188 V5 14 Ll-1/2Xl-1/2X.115 6R 22 L 2 X 2 X.137 5R 17 Ll-1/.2Xl-1/.2X.138 V6 14 Ll-1Z2Xl-1Z2X.115 4R 17 Ll-1/2Xl-1/2X.138 3R 25 L 2 X 2 X.163 2DR 18 Ll-1/2Xl-1/2X.145 2R 27 L 2 X 2 X.188 END REACTION= 23289.3 LBS. REQ DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 1.00 89.2 + 37998.+ 42999. 13.6X .188 14.0+ .OB 1 1.00 110.4 -4024.-5012. 2.ox .145 4.o+ .o 2 1.00 51.8 -23763.-28906. 9.8X .163 12.2+ .OB 2 1.00 95.1 + 20527.+ 23697. 10.0X .138 12.6+ .OB 1 1.00 102.1 -3572.-4646. 2.lX .115 4.2+ .O 2 1.00 74.6 -15966.-15823. 7.8X .138 12.6+ .OB 1 1.00 111.1 + 11404.+ 15877. 5.6X .137 5.9+ .O 1 1.00 102.1 -3572.-4646. 2.lX .115 4.2+ .O 1 1.00 111.9 -8469.~ 8546. 3.0X .188. 5.9+ .O 1 1.00 111.1 + 8469.+ 15877. 4.2X .137 5.9+ .O 1 1.00 102.1 -3572.-4646. 2.lX .115 4.2+ .O 1 1.00 111.1 + 8469.+ 15877. 4.2X .137 5.9+ .O 1 1.00 111.9 -8469.-8546. 3.0X .188 5.9+ .O 1 1.00 102.1 -3572.-4646. 2.lX .115 4.2+ .O 1 1.00 111.1 + 11404.+ 15877. 5.6X .137 5.9+ .O 2 1.00 74.6 -15966.-15823. 7.8X .138 12.6+ .OB 1 1.00 102.1 -3572.-4646. 2.lX .115 4.2+ .O 2 1.00 95.1 + 20527.+ 23697. 10.0X .138 12.6+ .OB 2 1.00 51.8 -23763.-28906. 9.8X .163 12.2+ .OB 1 1.00 110.4 -4024.-5072. 2.0X .145 4.0+ .O 2 1.00 89.2 + 37998.+ 42999. 13.6X .188 14.0+ .OB . . ,--, . -· 1" •• PURITAN-BENNETT 94-9-:432 LIST T62 - . . . 19 -------------------------1**:SRIDGING.REQUIREMEN:TS** . .. '.' ... • May 18, 19~0 :;;t-RiY~:--1:640~-Bt-iYY-: l.640~ WLEN/(TC RYY) = 284.742 . WORKING LENGTH = 3"8 • 917 FT . ·:BRIDGING SPACING DEVELOPED AT 19.4-58 FT FOR 1 ROW('S)' OF H-BRIDGING. -------------------------. . • • » ,.. ~ .. -., ~ "·' . · .. ,:. :.· ·: _,·,· ···:'." -:;, ·,~ -. -.... ----. .. -. ,·, ... .:.·_ .. , ·1. ·.-'. " • ... :...... ..... -. : ... '. -: ..... ., ... ->, • w,> ~ ., • ~ .. . -- ·I I '-PURITAN-BENNETT 94-9-432 LIST 19 • May 18, 1990 T63 32LH 426 39' 11-1/2" ------------------------------------------------------------------------------.**LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES LOADS 32.00 39-11 1/2 19.8 1.64 TL REQ .14 LL **LOAD CRITERIA** TOTAL LOAD= 426. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 CONCENTRATED 2.000 KIP(S) TOTAL AT PP 1 2 3 4 5 6 7 11 12 13 14 15 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT RIGHT 8 9 10 WK LENGTH END PANEL END PANEL 39.6250 4-0 0/0 4-0 0/0 LEFT VAR DIM 2-7 3/4 VAR DIM INTERIOR PANELS 2-7 3/4 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-0 0/0 3-0 0/0 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 32 0/.0 30 ll4 32 0/0 32 0/.0 (ACTUAL) 30 114 30 114 (EFF) **TRUSS ANALYSIS** pp 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 LOAD-LBS 2390.5 3380.1 3344.6 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3344.6 3380.1 2390.5 .o .o .o .o .o .o EFF DEPTH 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 .000 .000 .000 .000 .000 .000 WEB MEM 2 2D 3 4 V2 5 6 V3 7 8 V4 SR 7R V5 6R 5R V6 4R 3R 2DR 2R WEB SLOPE -.658 -2.523 .954 -.946 .ooo .946 -.946 .ooo .946 -.946 .000 .946 -.946 .ooo .946 -.946 .ooo .946 -.954 2.523 .658 AXIAL LD IN WEB + 38282.9 3635.8 25601.8 + 20531.6 3136.0 15969.0 + 11406.5 3136.0 6843.9 + 2281.3 3136.0 + 2281.3 6843.9 3136.0 + 11406.5 15969.0 3136.0 + 20531.6 25601.8 3635.8 + 38282.9 AXIAL LD TOP CHORD 31976.4 30637.0 .o 63529.8 63529.8 .o 83413.9 83413.9 .o 90041.9 90041.9 .o 83413.9 83413.9 .o 63529.8 63529.8 .o 30637.0 31976.4 .o AXIAL LD BOT CHORD .o .o 48616.8 .o .o 75128.8 .o .o 88384.9 .o .o 88384.9 .o .o 75128.9 .o .o 48616.8 .o .1 .o .. ,· . \ ... ••••• . . . . •-i.· • PURITAN-BENNETT .. 94.:.-9..,... 432 LIST 19 .Ma,y 18-, · 19,9·() · · T63 · -·---, ---·, ~-,"--' **CH;ORD DESIGN** STEEL F¥, = 50000. PSI ----,.-------~~---AXIAL -AXIAL MOMEN'.T STRESS RAT.IO UNI LOAD . L END PANEL PP 88998822 ••· 00-, .. • 29.94 ~5719. 9 · . L END PANEL MP · • 3888 2668 ~ 4 ',L. VAR PANE.L PP 8605.7 .2-869 -57"19.9 'L VAR PANEL MP 8·605:7 .4274 3327.4 ' INT PANEL PP 2529.2.2 : 84'3·1' ..,.3·0-29. 3· INT PANEL MP 2'5292. 2 .• 98:31 1514. 7 ·R .VAR PANEL MP 8605.7 .4274 ·33:27.4 R VAR PANEL PP 8605. 7 • 2869. -5719. 9 'REND PANEL M-P 8982.0 .3888 261'.i'S.4 RENO PANEL PP 8982.0 .2994 -57i9.9 SEC DELSCR 3 · J;PXTION3 .AXIAL LOAD K . KL/R . TC . 48 X.313 . 90042~ .7.5 40.7 SC 46 L 3 X 3. X.281 88385. 1.00 108r3 I 1 SEC DESCRIPTION. . AXIAL. STRESS CBRMP 1BC 4.6 L. 3 . X 3 X.281 . 28015. .9338 BOTTOM CHORD·. EX,:PENSION ::;:: 0 ... 10 1/2 BE·NDING STRESS 4038~2 763.5 4038.2 952 •. 1 213'8. 7 433.4 ·9.52 .1 4038.2 763.5 403'8. 2 BENDING RATIO .1346 .0270 .1346 • 0'34.6 .0713 .0156 .0346 .134.6 .0270 .1346 . I 1554.6DEV 159.9REQ 12·85. 3REQ FLRS 0 0 TL COMBINED RATIO . ~ 4340 .4158 .4215 • .4620 .9144 •. 9986' .4'620 .4215 .4158 .4340 LENGTH 3.9-11 1/2 33-8 1/2 · L/3€i0 'LIVE LOAO DEV == . 933. 5 PLF, L/24·0 LIVE LOAD DEV= 1400.2 PLF ';rbTAL LOAD FOR .DEFL = 1157.-7 1?LF. . .. _ ----------~---------.**END PANEL DESIGN** --------------------AXIAL LOAD : LEFT · 31976 .• 4 K KL/R · FLR WEB .TO END BASEL NGM NGM B. DEPTH 1 • o o 57 • 7 o 20-3...; o o 1.0 5 o Io · ,R:J:GHT 31'976:. 4 1. 00 .57 .7 -0 2D 3.,.. O 0/0 5 O!O --------------,**.WEB DESIGN** STEEL ·FY 50000. PSI. MIN VERT SHEAR= 5860.0 LBS. ---------~---- 1WEB NO DESCRIPTION 2 27 L 2 X '2. X.18S 2-0 18 Ll-1/2Xl-1/2X.145 3 2 5 L . .2 X 2 X. 16·3 4 17 Ll-1/2-X1-1/2X.138 · V2 14-Ll-'-l/2X1;..1Z2X.115 5 17 L1-1/2Xl-i/2X.138 6 22 L 2 X 2 X..137 V3 14 Ll-1/2Xl-1/2X.i15 7 .2 7 L '2 X 2 X. 188 . 8 2 2 L ·2 X 2 X. 137 . V4 .14 -Ll-1/"2Xl-.1/2X.115 SR 22 L 2 X 2 X.13·7 7R 27 L 2 X 2 X~188 .·vs L4·Ll ... 1/2Xl-1/~X.115 . 6R 22 L 2 .X 2, X. 137 ' 5R 17 Li-1./.2Xl..,.1/2X.138 V6 14 Ll-1Z2Xl-,.1Z2Xrll5 4R 17 Ll~l/2Xl-1/2X.138 3R 25 L 2 ·x 2 X.1£3 2DR 18 Ll-1/2Xl-1/2X.145 2R 27 L 2 X · 2 X.188 ,. ,·,. ""' -.. . .. . . END REACTION = 23440 .1 LBS.. , . REQ . DEV" REQ FILLET AVBL . Q K KL/R A,X LOAD AX. LOAD WELD SIZE WE.LO· SLOT 2 .1:o·d _89 •. 2 + 38283.+ 42999. 13.SX .188 13.8+ .OB 1 1.00 110.4 -4120 • .,.. 5075. 2.0X .145 4.0+ .0 . 2 1.00 55;5 -:25602.-2~212. 10.6X .163 12.4+ .OB 2 1. 00 .95 .1 + .2:0·5-;3,2 .+ 236-97. 10. OX .138 12. 5+ • OB · 1 1. 00 102. 0 -3-586. -4648. 2. lX .1.15· 4. 2+ • 0 2 1.00 .74.6 -15969.-1582.5. 7.8X .138 12 .• 5+ .OB · 1 .1.00 111.0 + 11406.+ 15877. 5.6X .137 5.9+ .O 1 1.0.b ,10.2.0 -3·58·6.-,. 464.8. 2.lX .115 4.2+ .O 1 1.00 111.9 -8526.-8549. 3.lX .188 6~9+ .O 1 1 •. 0 0 111 • O + . 8°5 2 6 • + 15 8 7 7 • 4 • 2 X • 13 7 5 • 9 + . O 1 1.00 102~0---3586.-4648 •. 2.lX .11·5 4.2+ .O 1 1 .• 00 111.0 + 8526.+ 15877. 4.2X .137 5.9+ .• O 1 r.oo 111.9 -8526.-· 8549. 3.1x .1ss 5.9+ .o 1 1~00-102~0 -· 3586.-464~. 2.lX .115 4~2+ .O ½-.t:8-8 1~¼:~ ~ i§§~,~-:~ 1I!~~: ~:~~ :ll~ 1~:§t :8B 11.00 102.0 -3;586-.-4648. 2.lX .115 ·4.-2+ .O a 1~-00 95.1 + 20532.+ 2j697. 10.ox .138 12.5+-.OB 2 1.00 55.5 --2560-2.-28212 .• 10.6X .163 12.4+ .OB 1 1.00 110.4 -· ·4120.-5075 •. 2.0X. .145 4-.0+ .o 2 1.00 .89.2 + 3.:S:283.+ 42999. 13.SX .188 1'3.8+ ~0-B ,' ·:·.-"'. -:,.(· ..... :·:~ ... ,'··-.:..:.,-··.·' ·• • > , • ~ ' ~r ' • ' . . , '., r • ' -• ' '. ;,lk ' -• - .·:.~.:":.::'..:.~--.._ · .... -:··~·-" ;:·~: ,,,_ •• , '1:..... , ......... ~.· •.• ~ .• ···:..-·,t..' '.,'.-. .-.. ~ -.' .. -.. ··, ·--·:. ·::,::·, ·:--···:-: ·::-'.: ,··;-_,-~·.:·'. .-._· .:-•. :.-~:;.::,:-:-··\--:".-.:~~_:_:;;:.:.,. -~:+--~.;,/··;~ ::, .. , -:" ::_:'·:· ·. ' ··-:· .... , .. ::.:,:, ·_, · .. ~-.. ·--· .... . . ....... ' ..... ,,... '-~ -·- ,. •: ... ... ·-. · .. .... . ... -..... . :. ... ···-··-·--·----~---· ... '··-· ........ ·~-"-.. -... _. ,, ----. . . -r _ .. -:·· . PURITAN-BENNETT 94-9-432 LIST 19 T63 • **BRIDGING REQUIREMENTS**.· ------------------------- • May 18, 1990 TC RYY = 1.647, BC RYY = 1.640, WLEN/(TC RYY) = 288.675 WORKING LENGTH= 39.625 FT BRIDGING SPACING DEVELOPED AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: 2D DISTANCE LEFT EITHER SET OR SPECIFIED. NOTE: 2D DISTANCE RGHT EITHER SET OR SPECIFIED. ..•. ,' - . ', :',.' ·Ma;y-lS 1 199-0. ~9' · 11.-3 / 4 11 -•. . . ' ,, '. ', ---------------------------9!"------------~-----~~~-----------------------,-~--~-~-- ! *·* LONG SPAN JOIST DESIGN REQUIREMENTS-** SJI S.PECS VULCRAFT ENG D.E:PT** . --~---..,-----------~~BRtoGriG ____ i:iF-i-Ein-RGiii"""iio_---------icTuii:-oiFi:-·i?oiNT __ _ ; DEPTH BS LENGTH DEVELOPED STANDARD STANElARD IN1C 0 H 6 E4ST. L LOADS 32.00 39-11 3/4 19.8 . . REQ .14 LL ·---~-------------· **LOAD C~;[TERIA** "---~------~------I WOTAL J:iOAD ·= 4 2 6.. P:):JF., LIVE LO~D = 9'6 • PLF • . LIVE LOAD DEFLECTION SPECIFIED AS L/ 3 6-0 'TOTL LOAD DEFLECTION SPECIFIED· AS L/240 : CONCENTRATED 2 ._000 KIP{S) _TOTA_L AT PP ·1 2 3 4 5 6 7 8 9 10 11 12. 1~ 14 15 . ---~-----~----------------'**TCX/CANT LOAD CRITER.IA** ·--~~-----------~---------- L TCX L0,2\DS :. UNIFQR.M = 4·69. PLF •• ~--------------+----**BASIC DIMENSIONS** l----------:_-----,-,--'!"-NO.TE: SPECIAL DIM~NSJ;ONS DEFINED-- LEFT · RIGHT . LEFT R:t'GHT WK LENGTH END PANEL END .PANEL ~!;).~4,58 4-Q 0/0 4-0 0/0 VAR DIM VAR DIM INTERIOR PANELS 2-7 7 f.(1 2-7 7 /8 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL ENO PANEL· 3-O -0/0 3~ 0 0/-0 DEPTH. DEPTH. DEPTH LEFT CENTER RIGHT 32 0/0 3·2 0/0. 32 .0/0 (ACTUAL) 30 1Y4 .30 1/4 30 1/4 (EFF)-· ---~--------~-----**TRUSS AN'ALYSIS** . . . ------------------ .pp il ·2 3 4 5 6 7 8 ,9 '10 tl ,12 13 14 ·15 il6 :17 18' .19. 2·0 , 2.1 . . LOAD-LBS' 23·90. 5 3382.3 334.6 .• 8 3·136'. 0 · l~Jt:8- 3136·~ 0 3136.-0 3.13.6 .• 0 3:13'6. O 3136. 0 ~½i~: ~ 3382~3 2390. 5. -~ 0 .o .• 0 .o • 0 !:o EFF. DEPTH 30~2:Sl 30. 28'1-30. 281 30-.-2·81 .. 30. 281:. 30. 28,1 30.281 30.281 . 30. 28.1 30 .• 281 30.281 .30. 281 30.281 30 •. 281 '30.281 .000 .ooo ~000 .000 .ooo • 000· .. . : : '.: ~:' -, . : -, •' ... ' ' ~ ,', . . . . ·-'. WEB MEM . ·2 ,-:2D ·3 4 ,V2 5 6 V3 7 8 V4 SR 7R vs 'GR SR VG 4R 3R 2bR 2R · WEB SLOPE ~ ~-65'8 + --2.523 .950 -.946 •, + . • 00.0 . .946 -.94·6 + .ooo .946 -~946 ·+ ~ • o·oo .946 -.946 • oo·o ... + ... AXIAL LD IN WEB 38291.0 363'8. 2 25657 .. ·8 20531~6 3136.0 1596-9 .• O 114'06. 5 . 3,13'6. 0 68;4,3. 9 2281 .• 3 3136. o. .2.281.3- 6843.9 313:6.0· •. 946 + -.946 • 000 --.946 -.950 2.523 .658 + 114.06'. 5 1.5969·. 0 3136.0 + . 20531. .-6 256'57. 8 3638 :.2 3·8'~--91, •.. o· ·. ,.. .. ,' :·. -:-. TCX LEFT o-2 0/0 TCX RIGHT O..; .O· 0/0 AXIAL .LD T.OP CHORD 31983.2 3'0642. 8 ' • 0 636'.10 .• 1 63610.1 .·O 8349'4 .1 83494.1 . • 0 9012'2. 2 90122.2 ' • 0 83-494.1 834.94. 1 . • O· 636i0.1 63610.1 . . • 0 30642.8 3.-1983. 2 . • 0 ···~ ,, . AXIAL Lo· BOT CHORD • o: -;.,, • 0 48697. 0-.. () .o 75209~1 • o· .• 0 88465.1 • O· .o 88465~2 .o .o 75209.1 .o .o 48697. O· .o .Q • 0- -........... :_ .. :· _-.::... -:-'; __ -:: :. . ... .. .'";"" • ' -,, ·-f•' : ,.'_. • ,. ' • ' • • ' • -~! • •- PURITAN-BENNETT 94-9-432 LIST 19 T73 **CHORD DESIGN** STEEL FY AXIAL STRESS LEND PANEL PP 8983.9 LEND PANEL MP 8983.9 L VAR PANEL PP 8607.4 L VAR PANEL MP 8607.4 INT PANEL PP 25314.8 INT PANEL MP 25314.8 R VAR PANEL MP 8607.4 R VAR PANEL PP 8607.4 REND PANEL MP 8983.9 REND PANEL PP 8983.9 SEC DESCRIPTION TC 48 L 3 X 3 X.313 BC 46 L 3 X 3 X.281 May 1.8, 1990 = 50000. PSI AXIAL RATIO .2995 .3888 .2869 .4283 .8438 .9839 .4283 .2869 .3888 .2995 AXIAL LOAD 90122. 88465. MOMENT UNI LOAD -5741.0 2660.8 -5741.0 3352.8 -3029.3 1514.7 3352.8 -5741. 0 2660.8 -5741. 0 K KL/R .75 40.7 1.00 108.3 BENDING BENDING STRESS RATIO 4053.0 .1351 761.4 .0270 4053.0 .1351 959.3 .0349 2138.7 .0713 433.4 .0156 959.3 .0349 4053.0 .1351 761.4 .0270 4053. 0 .1351 I FLRS COMBINED RATIO .4346 .4158 .4220 .4632 .9151 .9995 .4632 .4220 .4158 .4346 LENGTH 40-1 3/.4 33-8 3l4 SEC DESCRIPTION AXIAL STRESS CBRMP 1554.6DEV 0 160.lREQ O 1287.lREQ TL BC 46 L 3 X 3 X.281 28040. .9347 BOTTOM CHORD EXTENSION= 0-10 1/2 · L/360 LIVE LOAD DEV= 932.0 PLF, L/240 LIVE LOAD DEV= TbTAL LOAD FOR DEFL = 1157.5 PLF. 1398.0 PLF **TCX DESIGN** SEC L 48 TC 40S BR BENDING MOMENT 78. **END PANEL DESIGN** --------------------AXIAL LOAD K LEFT 31983.2 1.00 RIGHT 31983.2 1.00 **WEB DESIGN** ST-EEL FY -------------- WEB NO DESCRIPTION 2 27 L 2 ~-x 2 X.188 2D 18 Ll-1/2Xl-1/2X.145 3 25 L 2 X 2 X.163 4 17 Ll-1/2Xl-1/2X.138 V2 14 Ll-1Z2Xl-1Z2X.115 5 17 Ll-ll2Xl-ll2X.138 6 22 L 2 X 2 X.137 V3 14 Ll-1/2Xl-1/2X.115 7 27 L 2 X 2 X.188 8 22 L 2 X 2 X.137 V4 14 Ll-1/2Xl-1/2X.115 8R 22 L 2 X 2 X.137 7R 27 L 2 X 2 X.188 V5 14 Ll-1/2Xl-1/2X.115 6R 22 L 2 X 2 X.137 5R 17 Ll-1/2Xl-1/2X.138 V6 14 Ll-1Z2Xl-1Z2X.115 4R 17 Ll-ll2Xl-ll2X.138 3R 25 L 2 X 2 X.163 REQ S .003 DEV S 1.416 REQ I .ooo DEV. I 3.024 DEFLC IN. .017 LENGTH o-2 0/.0 o-6 o,o BEARING DEPTH 5.00 KL/R FLR WEB 57.7 O 2D 57.7 0 2D TO END BASEL NGM NGM B. DEPTH 3-0 0/0 5 0/0 3-0 o,o 5 o,o = 50000. PSI. MIN VERT SHEAR= 5861.1 LBS. END REACTION= 23444.6 LBS. REQ DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 1.00 89.2 + 38291.+ 42999. 13.8X .188 13.8+ .OB 1 1.00 110.4 -4123.-5075. 2.0X .145 4.0+ . 0 - 2 1.00 55.6 -25658.-28190. 10.6X .163 12.4+ .OB 2 1.00 95.1 + 20532.+ 23697. 10.ox .138 12.5+ .OB 1 1.00 102.0 -3587.-4648. 2.lX .115 4.2+ .o 2 1.00 74.6 -15969.-15825. 7.8X .138 12.5+ .OB 1 1.00 111.0 + 11406.+ 15877. 5.6X .137 5.9+ .o 1 1.00 102.0 -3587.-4648. 2.lX .115 4.2+ .o 1 1.00 111.9 -8527.-8549. 3.lX .188 5.9+ .o 1 1.00 111.0 + 8527.+ 15877. 4.2X .137 5.9+ • 0 1 1.00 102.0 -3587.-4648. 2.lX .115 4.2+ .o 1 1.00 111.0 + 8527.+ 15877. 4.2X .137 5.9+ .o 1 1.00 111.9 -8527.-8549. 3.lX .188 5.9+ .o 1 1.00 102.0 -3587.-4648. 2.lX .115 4.2+ .o 1 1.00 111.0 + 11406.+ 15877. 5.6X .137 5.9+ .o 2 1.00 74.6 -15969.-15825. 7.8X .138 12.5+ .OB 1 1.00 102.0 -3587.-4648. 2.lX .115 4.2+ .o 2 1.00 95.1 + 20532.+ 23697. 10.0X .138 12.5+ .OB 2 1.00 55.6 -25658.-28190. 10.6X .163 12.4+ .OB _ .. · PURITAN.,..BE·NNETT 94~9-432. LIST 19 .T7~ ---------------~-- ···-... '.',:, ... . .. •' ·: '' : ' - · ..•. ·.·, ' . · May 18, 1:~9(L .**WEB DESIGN** STEEL FY. PSI... MIN: VERT SHEAR = . 5861.1 LBS • -EN.D REACT:EON =· 23444 •. 6 LBS_ •. /-~~--------~-- I . , . 50000. Q K . . .. REQ . DEV . REQ FILLET: AvaL KL/R.AX LOAD AX.LOAD WELD SIZE WELD·SLOT ;WEB NO DESCRIP.TION · 2.DR 18 Ll-1:/2Xl-1/.2X.'145 2R 2 7 L 2 . X 2· X. l.8 8 1 1 .• 00 2 1. 00-11.0.4 -.'4123.-·507'5. 2.0X .145 4.0+ .O :----~-------~~----~-~-----·a9.2 ~ 38291.+ 4299~. 13.8X .188 13.2+ .QB **BRIDGING REQtJ'IREMEN_TS** - :T,;-RYY-=--i.:647;-iic-RYY-:. i.640, wLEN/{TC RYY) = 2~8.827 ,WORKING LENGTH_ = 3 9 • 6 4 6 FT _ _ . ,BR:EDGtNG SPACING DEVELOPED .AT 19.823 FT FOR 1 ROW(S) OF H-BRIDGING. ------------·--------~-----NOTE: 1'f.OTE: , ' ,2D DISTANCE LEFT EITHER SET OR SPECIFIED·. .2D D;CSTANCE RGHT· E,ITHER S·E.T .OR SP,ECIFIEP. .,._ .. ,•. ... , ., .. , '•, ' : -_.;_: -, ' ~.-.: ... ,, .. ,, ---·' .,, ' ,,_ ~ ~ '' . • • PURITAN-BENNETT 94-9-432 LIST 19 --_ May 18 ,. 1990 T74 32LH 306 38' +1-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 38-11 1/2 12.9 1.20 TL .38 LL **LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 38.6250 4-10 0/0 4-10 0/0 LEFT VAR DIM 1-3 3/4 VAR DIM INTERIOR PANELS 1-3 3/4 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-6 0/0 3-6 0/0 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 32 0/0 30 718 32 0/0 32 0/0 (ACTUAL) 30 718 30 718 (EFF) ------------------**TRUSS ANALYSIS** pp 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 LOAD-LBS 510.0 914.8 812.8 816.0 816.0 816.0 816.0 816.0 816.0 816.0 816.0 816.0 812.8 914.8 510.0 .o .o .o .o .o .o EFF DEPTH 30.898 30.898 30.898 30.898 30.898 30.898 30.898 30.898 30.898 30.898 30.898 30.898 30.898 30.898 30.898 .000 .ooo .000 .000 .ooo .000 WEB MEM 2 2D 3 4 V2 5 6 V3 7 8 V4 8R 7R V5 6R 5R V6 4R 3R 2DR 2R WEB SLOPE -.552 -1.931 1.962 -.966 .ooo .966 -.966 .ooo .966 -.966 • 000· .966 -.966 .000 .966 -.966 .ooo .966 -1.962 1.931 .552 AXIAL LD IN WEB + 11177.0 1030.2 5033.8 + 5286.4 816.0 4111.6 + 2936.9 816.0 1762.1 + 587.4 816.0 + 587.4 1762.1 816.0 + 2936.9 4111.6 816.0 + 5286.4 5033.8 1030.2 + 11177.0 AXIAL LD TOP CHORD 9786.2 9312.5 .o 15401.5 15401.5 .o 20472.0 20472.0 .o 22162.2 22162.2 .o 20472.0 20472.0 .o 15401.5 15401.5 .o 9312.5 9786.2 .o AXIAL LD BOT CHORD .o .o 11598.6 .o .o 18359.3 .o .o 21739.7 .o .o 21739.7 .o .o 18359.3 .o .o 11598.6 • 0 .o .o •, ..• -.. , : ' .: ~ -~-. ·. ~ . . . PURITAN--BENNETT 94-9-432 LIST 19 T74 ----------------**CHO~D DESIGN*:* ·STEEL FY·= --,------~~------ ' AXIAL I ST~ESS L END FANEL PP 92·4_,5. 7 L EN.D· .PANEL. MP . . 9-2:4.5 • '7 -L VAR PANEL'PP 8798.1 ·;i:. VAR PANEL MP 8798.1 '1 -INT PANEL PP 20938.1 INT PANEL MP 20938.1 .R VAR PANEL MP 8798.1 :R VAR PANEL PP 8798.1 R END PANEL MP 9245.7 'R END PANEL pp 9245.7 May, 18, 199.0 50000. PSI AXIAL· MOMENT RATI'O UN.I LOAD • 3-082 -3891.. ·5 .6597 33:3'9 .8 .2933 ,-3891.-.5 .5009 517~6 .·6979 -2176.10 .9118 1088.0 .5009 517.6 .2933 -3891.5 • 65.97 3339.8 .3082 -3891.5 BENDING STRESS 13662 .• 6 4456.3 13:662. 6 690.6 7639.7 1451.7 690.6 13662.6 4456.3 13662.6 BENDING RATIO .4554 .2094 .4554 .0290 .2547 .0637 • 029,0 .4554 .2094 .4554 ·COMBINED RATIO ~7636 .• 8690 • 74.87. . 530-0 .9526 .9755 .5300 . 748·7 .8690 .7636 SEC DESCRIPTION ~XIAL LOAD K KL/R I FLRS LENGTH 38-11 1/2 30-5 1/2 TC ·BC 22 L ~ X a X.137 22 L 2 X 2 Xrl37 22162. 1.00 40.3 21740. 1.00 161.3 SEC DESCRIPTION AXIAL STRESS CBRMP 506.lDEV 2 148.lREQ O 314.7REQ TL BC 22 L 2 X 2 X.137 2093'8. .6979 BOTTOM CHORD EXTENSION= 0-7 0/0 . L/360 LIVE. LOAD :DEV = 3:28 .1 PLF, L/240 .LIVE TOTAL LOAD FOR DEFL == 3 O 6. 0 PLF. LOAD DEV= 492.2 PLF --------------~-----: **END PANEL OES::CGN~* '-----AXIAL-LOAD ____ i '¥,.L/R 'FLR WEB .LEFT 9786 ;2 1. 00 100 •. 8· 0 2D TO ENI): BASEL NGM NGM B. DEPTH 5 0/.0 5 0/0 RIGHT 97~6 .• 2 1·. 0.0· 100. 8 0 2D · .3--6 0/b . 3-6 0/0 .-~~------~----' **WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= . END: REACTION = --------------' ' :WEB NO DESCRIPTION, 2 8 Ll~l/4X1~1/4X.111 2D 18 Ll-1/2Xl-1)'2X:145 3 22 L 2 X 2 X.137 , 4 8 Ll-1/4X1-1/4X. 111 V2 8 Ll-1/4Xl-li'4X.111 5 22 L 2 X 2 X~137 6 8 Ll-1/4X1-1/4X.111 N3 8 Ll-1Z4Xl-1Z4X.111 7 14 Ll-1Z2Xl-1Z2X.115 8 8 L1-114X1~1[4X.111 v4 s L1-1z4x1-az,x.111 : SR 8-Ll-1Z4Xl-1Z4X.111 ,7R 14 Ll-1Z2Xl-1Z2X.115 'V5 8 Ll-lZ 4Xl.-1[4X.111 . 6R 8 Ll-1/4Xl.-1/4X.i11 1 5R 2.2 L 2 X 2 . X.137 : V6 ~ L_1-.1/4Xl-1/4X.111 , 4R 8 Ll..,.1/4Xl-1/4X,.111 1 3R 22 L 2 X 2 X. 1'37 2DR 18 Ll.-l/2Xl-1/2X •. 145 ' 2R 8 Ll-1/ 4Xl-l;t 4X.111 . REQ DEV Q2 K KL/R AX LOAD AX LOAD 1.00 165.4 + 11177j+ 15911. 1 1.00 117.9 -1155.-4447. 1 1.20 104r9 -5034.,-7017. 1 1.00 180.5 + 5286.+ 7955. 1 1.00 125.4 -927.-2519. 1 1.00 112.1 -4112.-6i79. 1 1.00 180.5 + 2937.+ 7955. 11.00125.4 -~ 927 • .-2519. 11.00 149.9 --2121.-2205. 1 1. o.p 180 .··5 + 2121.+ 7955. 11.00125.4 -927 .... :2519 . . 1 1.00 180.5 + 2127.+ 7955. 1 1.00 149.9 ~ 2127.-2205. 1 1.00 125.4 ~ 927.-Z519. ·11.00180~5 +. 2937~+ · 7955. 1 1.00 112.1 -4.112.-6279. 1 1.00 125.4 -927 ..... 2519·. 1 1. 00 180: . .5 + 5286. + 7955. 1 1.20 104.9 -5034~~ 7U17. 1 1~00 117.9 -1155.-4447. -~ 1 .• 0-0 165.4 + 11177.+ 15911. 1477.4 LBS. 5909.6 LBS • REQ FILLET AVBL WELD SIZE WELD SLOT 6.8X .111 10~4+ .OB 2.0X .137 3.3+ .O 2.5X .137 4.1+ .O 3.2X .111 3.6+ .O 2.ox .111 3.1+ .o 2.ox .137 4.8+ .o 2.4X .111 3.~+ .O 2.ox .111 3~1+ .o 2.ox .115 4.o+ ~o 2.4X .111 3.6+ .o 2.ox .111 3.1+ .o 2.4X .111 3.6+ .O 2.ox .115 4.o+ .o 2.0X .111 3.1+ .O 2.4X .111 3~.6+ .O 2.ox .137 4.8+ .o 2.ox .111 3.1+ .o 3.2X .111 3.6+ .O 2.5X .137 4rl+ .O 2.ox .137 3.3+ .o 6.8X .111 10.4+ .OB I ~ . . .,: . -. : i .. -.. ,.,. , - . . ..... _, .. ~ ·, ·> .:-· -:~ :._· . :. I -~, ••.. ,. ' •• ·.•:. j· •. " : ·PURITAN-BENNETT 94-9-432 LIST · 19 T74 • **BRIDGING REQUIREMENTS** ------------------------- -- May 18, 1990 TC RYY = 1.222, BC RYY = 1.222, WLEN/(TC RYY) = 379.193 WORKING LENGTH= 38.625 FT BRIDGING SPACING STANDARD AT 12.875 FT FOR 2 ROW(S) OF H-BRIDGING. -------------------------NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R •• • PURITAN -BENNETT 94-9-432 LIST 20 T64 32LH 516 39' 11-1/211 May 23, 1990 ·, ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** BRIDGING DEPTH BS LENGTH DEVELOPED LEFT END RGHT END STANDARD STANDARD ACTUAL DEFL POINT 32.00 39-11 1/2 19.8 **LOAD CRITERIA** TOTAL LOAD= 516. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED .750 KIP(S) TOTAL AT PP 3 6 9 12 CONCENTRATED 1.500 KIP(S) TOTAL AT PP 4 · 5 10 11 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH ---------------------- INCHES LOADS 1.55 TL REQ .14 LL TOTAL LOAD LIVE LOAD KIPS KIPS TC 1.800 .000 MOMENT DISTANCE 6-9 3/4 16-9 3Z4 19-11 3Z4 26-5 3Z4 36-5 3/4 PROXIMITY IN INCHES -1.25 .81 -.50 FROM pp 3 6 7 9 LOAD TO PP 3 SUPPORTING WEB MEMBER TC 1.800 .000 6 TC 2.000 .000 7 TC 1.800 .000 -1.13 9 T~ 1.800 .000 .oo 12 12 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 39.6250 4-6 0/0 4-6 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-6 0/0 3-5 3/4 DEPTH LEFT 32 0/0 30 1/4 DEPTH DEPTH CENTER RIGHT -32 0/0 32 0/0 (ACTUAL) 30 1/4 30 1/4 (EFF) **TRUss~ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 1118.0 30.292 2 -.583 2 1741.5 30.292 Vl .ooo 3 4018.7 30.292 3 1.045 4 3190.4 30.292 4 -.771 5 3190.4 30.292 V2 .ooo 6 4240.4 30.292 5 .771 7 3690.4 30.292 6 -.771 8 1690.4 30.292 V3 .ooo 9 4240.4 30.292 7 .771 10 3190.4 30.292 7R -.771 11 3210.6 30.292 V4 .ooo 12 4270.0 30.292 6R .771 13 854.6 30.292 5R -.771 14 .o .000 V5 .ooo 15 .o .000 4R .771 16 .o .000 3R -1.082 17 .o .000 2DR 2.473 18 .o .000 2R .583 LEFT RIGHT VAR DIM VAR DIM INTERIOR PANELS 2-5 0/0 2-4 0/0 4 AT 6-6 5/8 AXIAL LD IN WEB + 34804.7 1741.5 21842.6 + 19265.7 3190.4 14038.7 + 8811.6 4240.4 1864.3 4182.0 1690.4 + 6951.5 13898.8 3190.4 + 19125.9 20269.0 4605.9 + 38052.9 AXIAL LD TOP CHORD 30073.9 30073.9 .o 60439.4 60439.4 .o 78539.5 78539.5 .o 76703.6 76703.6 .o 60187.7 60187·. 7 .o 31153.8 32880.6 .0 AXIAL LD BOT CHORD .o .o 45178.7 .o .o 71559.7 .o • 0 80016.3 .o .o 71197.2 .o .o 45037.8 .o 125.9 .o .PURITAN· ..,. BENNETT , 94"'."9...,. 432 LIST·· 20 :T,64 . . --------------~-**CHOij,D DE,SIGN**·· STEEL :!rY ---~--~--------~ AXIAL STRESS LEND PANEL PP 8447.6 L END PANEL MP 8447 .• 6 L VAR PANEL PP · .8447. 6 L. VAR PANEL MP 84 47.. 6 ; INT PANEL PP 22476~1 INT PANEL MP 22061.3 R VAR PANEL MP 8750 .• 9 R VAR PANEL PP 8750.9 iR END PANEL MP 9236-.0. REND PANEL PP 9236.0 SEC DESCRIPTION TC 48 L. 3 X 3 X.313 ac 4~ L 3 X 3 X.250 • I ', ~ '. < M~y 23 , .. 1990. · = 50000. PSI AXIAL . MOMENT· RATIO UNI LOAD • 2816 ~10475 •. 5 • 4880, 9768. 2 :-~~g~ -~g11~: ~- • 7492 -5537.9 .9063 2769.0 .4119 2458.2 .2917 -7271.7 • 43-16 5246 •. 1 • 3079 -7271 .• 7 ••• ' ,' . ... · '.' BENDIN.G STRESS 73·95. 5 2795.0 73:95. 5 841.4 3909.7 792.3 703.4 513'3. 7 1501.1 5133.7 -AXIAL LOAD K: KL/R . 78540. .75 50;.Q 80016. 1~:00 132. 7 . BENDING' RATIO .2465 .1075 .2465 .0290 .13·03 .0292 .0252 .1711 .0546 .1711 SEC 1;3C 43 DESCRIPTION AXIAL STRESS CBRMP . I 1465.0DEV _15'9.9REQ J;142.6REQ FLRS 0 0 TL L 3 X 3 X.250 27832r .• 9271 '\,· COMBINED . RATIO. .5281 .5955 • 5·281 •. 3743 .8795 .• 9355 .4371 .• 4628 .4861 .4790 LENGTH 39.;,.11 1./.2 32-8 1'/2 BOTTOM CHORD EXTENSION = 0 .... 10· 11'2 · · L/3.6:0 LIVE LOAD DEV-=-. 879. 7 PLF, L/240 'LIVE LOAD DEV = TOT~L LOAD FOR PEFL = 1029. 2 PLF.. . 1319.6 PLF ' --> ---' ' ~-----~-~-~---------K KL/R .FLR WEB TO ENO BASEL NGM NGM 1-. 0 0 8 8 • 3 O V . 4-6. O'f. O .. B. DEPTH 5 0/0 5 0/0 1.00 67.5 0 2D 3-5 3/4 --------~-----:--STE·EL FY = 500·()0. PSI. MIN VERT SHEAR = . END REACTION= WEB NO DESCRIPTION . 2 2 5 L . 2 · X 2 . X. 1.6 3 · Vl '18 Ll-1/2Xl--1/2X.145 ,-3 22 L 2: X 2 X.137 .4. 14 Ll-1/.2Xl-1/.2X.115 · V2 14 L1-1/2Xl-1Z~X. 11-5 5 11. L1-1:12x1-1·12x .• l,3:8 6 22 L 2 1 X 21 X.137 V3 14 Ll-1./.2Xl-1/.2X.115 7 14 Ll-1Z2-Xl-1}2X.115 7R 14 L1~112x1~1,z2x.~15 V4 8 Ll-l/4X1:-,1/ 4X •. 111 : 6R .22 L 2. X 2· X.137 5R 17 Ll-1/2Xl-1/2X~ 1.38 : V5 14 Ll-·1Y:,2Xl-·1Z2X.115 : 4R 14 Ll.-J.Z.2Xl-1Z.2X.115 3R 20 Ll~ll2Xl"'."1Z2X.170 '2DR 18 Ll-lj'2Xl-_1/2X.145 2R 27 L 2 X 2. X. l'.88 ~----------~-------------:**BRIDGING. REQUIREMENTS** _ REQ .• DEV :.Q K KL/R AX LOAD AX LOAD 2 1.00 96.g + 34805.+ 37526. 1 1.00 102.6 ~ .. 2:13.4.-593·2. 2 1.00 52~9 -21843.-22711. 2 1. 00 106. 4 + 192.66.+ 19907. 1 1.00 102.1 -3583.-4646. 2 1 .. 00 '84 ~ 0 -14039. -'14353 ~ 1 1.00 125.1 + 8812.+ 15877. 1 1.00 102~1 -463·3 .... ,,, 4646. 2 1.0.0 83.6 -8195.-1163·8. 2 . 1 • 0 0 8 3 • 6 -· 819 5 ft -:-11-6 3 8 • 1 1.·00 122.9· -2-083-.-2·621. 1 i.oo 125:1 + ai9s.+ 15877. 2 1.00· 84~-0 -1389.9.-14353. 1 1.00 102.1 -3583.-4646. 2 .1. 00 106. 4 + 1·9126. -f 19907,. · 2 1.00. 70.:t -'20'269,.-20119. 1 1.00 110.7 -5030~--504j. 2 1.00 97.5 + 38053.+ 42999. 5002. 3 LBS, • 20009 •. 1 LBS. REQ FILLET -AV.BL WELD SIZE WELD SLOT 14.4X .163 14.5+ .OB 2.ox .145 4.2+ .o 10.7X :137 12.2+ .OB 11.3X .115 13~4+ .OB 2.1x .115 4.2+ .o 6.9X .138 13.4+ .OB 4.3X .137 6.4+ .O 2.7X .115 4.2+ .O 4.8X .• 115 13.4+ .OB 4.8X ~115 13.4+ .OB 2.ox .111 3 .• 8+ .o 4.0X .137 6·,4+ .O 6.8X .138 13.4+ .OB 2.lX .115 4.2+ 40 11.2X .115 13.4+ .OB 8.0~ .17b 1~.0+ .OB 2.3X .145 4.0+ .O 13.7X .188 i4.5+ .OB frc-RYY-: ... -i:647~;..;Bt-iiY-: . 1. 633, wLEN/ cir.c RYr> = 288. '675 :~¥~a!iGL~~i~¥NG DiiEtll11;5TAT 19. 813 FT lOR, l"'ROW('S) OF H-BRIDGING. ~------~-----~--'!---~--.---~ . . ~OTE: 2D DISTANCE RGHT EI':;C'HER SET OR SI>ECIFf~p .• ,, . ' .•. r· ~·' ..... l ,,. :. :• . '.·. ·, :-.:·--,1, . . . .... . :.-~' ,": •, •, •.• ... I I ~ .. : . . •• • •• ' ' -"" ., • ~ • :·· _-• _!. ~ , .. : . ...... .,. . ...., .. ...--·----~-...... . . . . ~ . ·., .. • . . -. . . ··,. : ·-:. . ~ .· .. . . . ,. ' . -:: .. • • --PURITAN -BENNETT 94-9-432 LIST 20 ·· -May 23, 1990 T65 32LH 516 39 1 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS-VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES LOADS 32.00 39-11 1/2 19.8 1.54 TL REQ .16 LL **LOAD CRITERIA** TOTAL LOAD= 516. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED .750 KIPfSl TOTAL AT PP 3 6 9 12 CONCENTRATED 1.500 KIPS TOTAL AT PP 4 5 10 11 ----------------------** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH ----------------------TOTAL LOAD LIVE LOAD MOMENT PROXIMITY FROM LOAD SUPPORTING KIPS KIPS DISTANCE IN INCHES pp TO PP WEB MEMBER TC 1.800 .ooo 6-9 3/4 -1~25 3 3 TC 1.800 .000 16-9 3Z4 .81 6 6 TC 1.800 .ooo 26-s 3Z4 -1.13 9 9 TC 1.800 .000 36-5 3/4 .oo 12 12 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 39.6250 4-6 0/0 4-6 0/0 LEFT VAR DIM 2-5 0/0 VAR DIM INTERIOR PANELS 2-4 0/0 4 AT 6-6 5/8 LEFT TC RIGHT TC END PANEL END PANEL 4-6 0/0 3-5 3/4 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 32 0/.0 30 3/8 32 0/.0 32 0/.0 (ACTUAL) 30 3/8 30 3/8 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 1118.0 30.418 2 -.585 2 1741.5 30.418 Vl .ooo 3 4018.7 30.418 3 1.049 4 3190.4 30.418 4 -.774 5 3190.4 30.418 V2 .ooo 6 4240.4 30.418 5 .774 7 1690.4 30.418 6 -.774 8 1690.4 30.418 V3 .ooo 9 4240.4 30.418 7 .774 10 3190.4 30.418 7R -.774 11 3210.6 30.418 V4 .ooo 12 4270.0 30.418 6R .774 13 854.6 30.418 5R -.774 14 .o .000 vs .ooo 15 .o .000 4R • 774· 16 .o .ooo 3R -1.086 17 .o .ooo 2DR 2.483 18 .o .000 2R .585 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 32717.2 28240.5 .o 1741.5 28240.5 .o 20417.9 .o 42329.7 + 17581.9 56235.1 .o 3190.4 56235.1 .o 12368.3 .o 66017.2 + 7154.7 71675.8 . 0 4240.4 71675.8 .o 225.3 .o 71854.0 2537.0 69847.5 .o 1690.4 69847.5 .o + 5299.4 .o 65656.2 12228.8 55984.5 .o 3190.4 55984.5 .o + 17442.4 .o 42189.3 18871.4 29316.0 .o 4603.3 31035.6 92.5 + 35955.4 .o .o ,.,,! : .•. ' ' .... .... _, ~ -~ ; . ·, , ' •" ~ , . . .. PURITAN -'BENNETT .. · . . , 94-9-43.2. :LIST ·20 · ..... ·May 23, ;(990 ·T65-· -~------------,--'**CHORD DESIGN** STEEL FY= 50000. PS:C -. . ----------------. . . AXI·AL AXIAL MOMENT ·STRESS · 'RATIO UNI· LOAD BENDING STRESS 739:5. 5 279'5. O 73.95. 5 BENDING COMBINED· 'RATIO RATIO LEND PANEL P-P 7932.6 .2644 -10475.5 • 2465' .1064 -_ .5109 LEND PANEL MP 7932.6 .4583 9768.2 t; VAR PANEL PP 79:32. 6 • 2-644 -10475 •. 5 .5647 .5109 .3531 .8031 • 8·560 .4127 • 44-5(5 .4616 • 246:5 L Vlffi, :E>ANEL MP 79·32.6 · •. 324-.2 -119;1.8 ' INT PANEL PP 20'1.83.4 .6728 -553:7·.9 841.~ 4 3909.7 792.3 703.4 5133.7 150'1. l 5133.7 • 02·90 .1303 .0289 • 025,1 .1711 • 054'3 .1711 1 INT PANEL MP 20·133. 3 .82.71 2769. 0 ,R VAR PANEL MP 8234. 7 • 3876 245:8. 2 .R VAR PANEL PP 8234.7 -~745 -7271.7 REND EANEL .MJ? 8717,~7 .4073 52·4.6.l .R -END PANEL: PP 8717. 7 .2906 -72'7'1. 7 -• 4617 · SEC DESCRIPTION· AXIAL LOAD K KL/R ~C 48 L 3. X 3 X.313 71676~ .75 50.0 I 1322 .• 5DEV 1'59. 9REQ 1030.3REQ FLRS 0 0 TL LENGTH 39;..11 1/.2 - 32-5 o,o BC 39 L2-1/~x2-·1.1~x. 250 71854. 1. 00 160. O , SEC DESCRIPTION AXIAL STRESS CBRMP Bd 39· .-L2-1l2X2-1/2X. 250 . 30254. L, 0.085 . BO.TTOM CHORD .EXTENSION = Q,-. 8 374·. . L/360 LIVE LOAD DEV ::i:: 794 .1 PLF; L/2-40 LIVE LOAD DEV = 1191 •. 2 PLF TbTAL LOAD FOR DEFL = 928. O PLF. -~-----------~-------·**END PANEL 0ES.IGN** . ' ' ' -~-.-.~--~-~~-----~------AXIAL LOAD K LEFT 28240.5 1.00 KL/R· FLR 88.3 0 ~!:~: ___ :~~:~.: 6 .1. 00 67. 5 O· ~-*WEB. -D;ESIGN** STEEL -FY = ~oo·oo. -:---~------~~-~ WEB NO DESCRI-PTION 2 25 L 2, x· 2 X.163 Vl 18 L1-1/2X1-l/2X.145 3 2Z L 2 X 2 X.137 4 21 L 2 x 2 x.18a V2 14 L1-1/~X1-l/2X.ll5 5 17 Ll-l12Xl,-1/2X.138 6 22 L 2 X 2 X.137 ~ 1~00 WEB TO END BASEL NGM NGM B. DEPTH V · 4-6 0/.0 5 Of~ 2D 3-5 ~,4 5 010 PSI. MIN VERT SHEAR = 4 7·52. 3 LBS. -END REACTION= 19009.1 LBS. .lIBQ . -DEV· REQ FILLET AVBL KL/R ~x LOAD_ ~x LO,AD WELD SIZE. WELD SLOT Q7.0 r.1-.3271.7~+ 3752.6. 13.5X .• 163 1-4:,,5+ .OB 103.1 -a100.-5790. 2.ox .145 4.2+ .o ·5.3.0 .... 2·04.18 ..... 22'6·r96. 10.0X .137 1,0.~.0+ .OB 126,.2 + 17582~+ 21500. 6.3X .188 6.4+ .O l,~~·:~: l~~-i:~:·,:_14~½1: ~:5~ :!½-~ 16:lt :8B , V3 14 L1-l/2Xl-l/2X.115 : 7. 14 Ll-1}2_Xl-1Z2X.115 1 ·1 .• 00 2 1.00 1 1.00 1 l:e_o·o 2 1. 00 1 1 .• 00 .1 1. oo· 2 1 .• 0.0- 2 1.00 12S~3 +~ 7766.+ 15877. 3.9X .137 6.4+ .O 102. 5. --459-9 • ..,. 4617. 2. 7X .115 4. 2+ • Q. 83.7 -7766.-11622. 4.5X .115 1~.8+ .OB . 8·3 .• 7 -7766 ._ -11.622. 4. 5X .115 10. ·8+ • Q:B 123 ..• 4 -· 20·49 .• -2599·. 2. OX .111 3. 8+ .·O i: . 7·R 14, L1.,.1Z,2Xl-l:Z2X.115 t : V4· 8. L1"'!'1)' 4Xl-114X.111 7 . 6R 22 L 2. X 2 X.137 i ,5R 17 L1-1/2Xl-,l/.2X.138 , V5 14 _ L1-li'2X1-li'2X.115 . ·,4R 27 L 2· X 2 X.18'8 · : ·aR 20 Ll-1/.2Xl-1/.2X.170. 2DR 18 Ll-l12Xl-1i'2X.145 ·2~ 21 L 2. x 2 x~:t,88- ,. · ;;iiRiocitNG,..RiQu:tRir:iiNT;;; · ~------------------------ ·1 1.-00 1 1 .. 00 2 1.00 1 1.00 1 1.·00 2 1.00 1 1.00 2 1.00 125.3 + 77·66-~+ 15877. 3.9X .137 6.4+ .O 8:4.1 --122.29.-14332. 6.0X .138 10 .• 8+ .OB .10.-2 .• 5 -,3.549.-4.617. 2.1x .115 4.2+ .o T2.6 ..• 2. + 1744~ .+ 21!:HDO. 6. 3X .188 6-.4+ • 0 70.3 -.18871.-20.0-91. 7.5X .170 9.9+ .OB 111.1 -4990.-5007. 2.3X .145 4.0+ .O ·91.6 + -3.5955.+ 42999. 12.9X .18'8 14.5+ .OB T.C RYY = 1 • 64 7 , BC RYY = 1. 4 4 O, WLEN / (TC RYY )· = 2,8 8 • 6 7 5 WQR!\ING. LENGTH = · 3 9·. 6 2 5 FT . BRI:0GING SPACING DEVELOPED A'r lL9.813 FT FQ:g .. 1 ROW(S). OF H~BRIDGING .• ---------------~----~----NOTE·:. 2D DISTANCE RGHT EITHER· SET OR SP;ECIFIEb •. ' / :- I ' ' ~ ,. «' •• •• PURITAN -BENNETT 94-9-432 LIST 20 May 23, 1990 T66 32LH 516 39' 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES 32.00 39-11 1/2 19.8 1.54 TL .24 LL **LOAD CRITERIA** TOTAL LOAD= 516. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH TOTAL LOAD KIPS 2.000 LIVE LOAD KIPS .000 MOMENT PROXIMITY FROM LOAD DISTANCE IN INCHES PP TO PP SUPPORTING WEB MEMBER TC 19-11 3/4 -.50 7 7 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 39.6250 4-6 0/0 4-6 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-6 0/0 -4-6 0/0 DEPTH LEFT 32 0/0 30 3l4 DEPTH DEPTH CENTER RIGHT 32 0/0 32 0/0 (ACTUAL) 30 314 30 314 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 1118.0 30.712 2 -.591 2 1741.5 30.712 Vl .ooo 3 1468.7 30.712 3 1.059 4 1690.4 30.712 4 -.781 5 1690.4 30.712 V2· .ooo 6 .1690.4 30.712 5 .781 7 3690.4 30.712 6 -.781 8 1690.4 30.712 V3 .ooo 9 1690.4 30.712 7 .781 10 1690.4 30.712 7R -.781 11 1447.2 30.712 V4 .ooo 12 1720.0 30.712 6R .781 13 1118.0 30.712 SR -.781 14 .o .ooo vs .ooo 15 .o .000 4R .781 16 .o .000 3R -1.097 17 .o .000 V6 .ooo 18 .o .000 2R .591 RIGHT LEFT VAR DIM 2-5 0/0 VAR DIM INTERIOR PANELS 2-4 0/0 4 AT 6-6 5/8 AXIAL LD IN WEB + 19871.1 1741.5 11503.2 + 11200.0 1690.4 8454.1 + 5708.2 1690.4 2962.4 3032.2 1690.4 + 5778.1 8523.9 1690.4 + 11269.8 11347.1 1720.0 + 19871.1 AXIAL LD TOP CHORD 17109.8 17109.8 .o 33833.4 33833.4 .o 44993.8 44993.8 .o 44938.8 44938.8 .o 33668.3 33668.3 .o 17142.4 17109.8 .o AXIAL LD BOT CHORD .o .o 25007.4 • 0 ., .o 40495.5 .o .o 47328.2 .o .o 40385.4 • 0 .o 24787.3 .o 32.6 .o •' ·', ___ .. -. ' ' ~ ... --;' .~ I . ·PURITAN -.BENNETT · · 94-9-432 LIST ··20 T66 -·-----~~--~--~--- · May 23.,. .. 1990 · **CHORD DESIGN** STEEL FY -50000. PSI . ' ---------~------ · 'L ·END PANEL PP , L END PANEL MP 'IL VAR PANEL' pp L VAR PANEL MP · INT PANEL PP INT PANEL MP : R VAR PANEL MP . R VAR PANEL PP REND PANEL MP .R END PANEL PP AXIAL STRESS 7797.8 779'7.8 7797.8 7797 •. 8· 21569.7 20505.8 7812 .• 6 7812.6 7797 .·8 7797.8 SEC DESCRIPT.ION TC 'BC 38 Li-112x2-1/2x.2~0 29 L 2 X 2 X.213 DESCRIPTION AXIAL MOMENT RATIO UNI LOAD ·'. 25.99 -10475. 5 • 5827 . 9768. 2 .2599 -10475.5 .3414 -1191.8 • 7190 · -5537. 9 • 9·043 27·69. 0 .3370 -1374.3 • 2604.. ·-104 73. 9 .5827 9768.8 .25'95) -10473.9 AXIAL LOAD K. KL/R 44994 •• 75 59.9 4 7 3 2 8. • 1. o.o 2 0 0 • 3 .AXIAL. STRESS CBRMP .BENDING BENDING Sr,t1RESS RATIO 14.3.30.5 .4777 5298.9 .2158 14330.5 .4777 1630. 4 • 0571 757'5. 9 • 2525 1502 .1 • 0578 1880.1 .0657 14~28.4 .4776 5299.3 .2158 14328.4 .4776 I FLRS 878.8DEV 0 159.9REQ 0 685.2REQ TL COMBINED RATIO .7376 .7985 .7376 .3985 .9715 .9621 .4027 .7380 .7985 .7375 LENGTH 39-11 1/.2 32-1 1"/2 'BC SEC 29 L 2 X ·2 X.213 BOTTOM CHORD EXTENSION L/360 LIVE LOAD. DEV.::::.: TbTAii LOAD FOR :OEFL = 293~7.. .9779 = o-7 0/0 527-.7 PLF; L/240 LIVE LOAD DEV= 791.6 PLF 61.7..2 PLF~ ·. ,----~---~-.... -~--~----,**END PANEL. DESIGN** --------------------AXIAL'LOAD K LEFT. 1710.9.8 1. QO RIGHT 17109.8 1.00 KL/R 105,.-6 105 .• 6 FLR WEB O· V o v· TO END-BASEL NGM NGM 4-6-0/.0 .. 4..;. 6 0"/0 B. DEPTH 5 0/0 5 O}O . . , _____________ _ ·**WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 2805.8 LBS. WEB NO DESCRIPTION , 2 14 L1-.11.2x1~11.2x.115 ' Vl 18 Ll-1/2Xl-1Z2X.14.5 3 14 Ll-1"/2Xl-lf2X.115 :t2 ii t1-f14l1-ll41:½II 1 5 14 Ll-1Z2Xl-1Z2X.115 :6 18 Ll-1Z2Xl-1Z2X.145 .V3 8 Ll~l"/4Xl-1"/4X.1~1 :7. 22 L· 2 X 2 X.1~7 . 7R 22 L i X 2 X.137 · V4 ·9 Ll::-.1{4Xl-ll:4X.111 6R 18 Ll-1Z2Xl-1Z2X.145 5R 14 Ll-1Z~Xl-1Z2X.115. . V5 8 L;I..,.1/4X_l.,.1./4.X .11,1 . . 4R 22 L .2 X 2 X.137 3R 14 Ll-1/2Xl-1/2X.115 . V6 18 Ll-1Z2Xl-1,Z2X.145 1 _2R 14 Iil-lj2Xl-J}2X .. 115 '----~---~-----~------~--~ · **BRIDG:):NG REQUIRE~EN.TS** -------------------------. . . END REACTION= 11223.3 LBS. . REQ .DEV REQ FILLET AVBL Q2 K 'KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 1.00 129.4 + 19871.+ 199-07. 11.6X .115 12.2+ .OB 1 1.00 J,.04.1 -1966.-5692. 2.ox .145 3.4+ .o 2 1.00 71.2 -11503.-13054. 6.7X .115 8.0+ .OB 11.0012~-.7+ 1120,0.+ 158.77. 5.5X .137 5~8+ .O 1 1.00 124.6 -1915-.-2550. 2.ox .111 3.1+ .o 21~00 84.d -8454.-11586. 5.0X .115 8.5+ .OB 1 1.00 169.0 + 57'0'8.+ 12419. 2.9X .145 5·.o+ .O 4 1.00 124.6 -1915.-2550. 2.0X .111 ~3.1+ .O __ 1 1 .• 00· 1g.5.7 -4558.-4Q98. 2.2x .137 · 5.8+ .o 1 1.00-125.7 --· 4558.-4998. 2.2x. .137 5.8+ .o 1 .1~00 .124.6 -1915.-2550. 2.ox .111 3.1+ .d 1 1.-00 169.0 + 5778.+ 12419. 2.9X .145 5.0+ .O 2 1~00 ~4.0 ~ 8524.-11586. 5.0X .115 8.5+ .OB 1.1.00 12,4~6 -.i915.-25'50. 2.ox .111 3.1+ .o: 1 1.00 12:5.7 + 11270.+ 158-77. 5.5X .137 5 . .-8+ .O 2 1.00 70~0 -11347.-1~178. 6.6X .115 8.-0+ .OB 1 1.00 104.1 .,. 1945.-5692. 2.ox .145 3.4+ .o 2 1.00 129.4 + 19871.+ 19907. ll.6X .115 12~2+ .OB -TC RY:Y = 1.435, BC RYY = 1.241, WLE1'T/(TC RYY) :;:: 331.285 ;~¥~a~gGL~iiaMNG oiiEi~iEi?AT 19.813 FT' fOR" 1 ROW(S-) OF H-BRIDGING. , . -. ------------------------- ... -, -.. ' ·. -' ,;.• ' : , > ',-. •, ' ~ .,,.• ' • ' • • ,, • < • < ., ; > 0 .. ' ,, ~ ~· L O • '• : -• • :. ~ • :.. -' -~ 0 • ~ # ~ •'.. < • 0 ,., . :--~-.. : ···---...... ~.:~:: .. ·····-:···:\_~ ... ~--: .. _·;-.'::.fr::~·.::;.... -~.~: .... :. -,-· ... -· ._.:·.";·:_~:::: ·., -_·_ 0 ' • • '!" :, • • • -oO -.. 0 ' • 00 V -~ • '• 0 •). • • ,-,•. ':° • • • • ~ < -.. .,...,.,. . ,. -. -........ -. . .... -.-·-· -,, --., --·-. ~---·~ .. ::: :.: -~--:-·:,; · .. :_-· __ ---·-:,-:~ .:. __ ... ,-.. ~-', "-~_:;~_ •. _:_ -·-~·-~-· ~· · · -····.:; ._.,-._ •. :.. .•. : . ~-; •.. _.: ---~--:t~~:.. · , , .•• -~,.;r ._ .. , -•·-a,_ , • >,•••• ,, ,. ,,,•,1,,~ ..... ,_, •·~:·: .., ___ ,.,.,. .. ,, ,., .,,.,,~.1,.,.,..,. ,-·-.,.•/•....,;~..:<;',~:-•,'.•'; ,,., .. -,.JI,' •. , __ .,,,,•~,,,.' ,..-....... '.' • • PURITAN -BENNETT 94-9-432 LIST 20 May 23, 1990 T67 32LH 516 3-9' 6-1/8 11 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 39-6 1/8 13.1 1.50 TL .28 LL **LOAD CRITERIA** TOTAL LOAD= 516. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **TCX/CANT LOAD CRITERIA** R TCX LOADS: UNIFORM= 568. PLF. --------------------**BASIC DIMENSIONS** --------------------LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 39.1771 5-1 0/0 5-1 0/0 1-4 0/0 1-4 0/0 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-9 0/0 3-9 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT TCX LEFT TCX RIGHT 32 0/0 30 7/8 32 0/0 30 7/8 32 0/0 30 7/8 ~ACTUAL) EFF) o-0 0/0 1-6 1/2 ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 924.5 30.850 2 -.523 + 19818.5 17562.6 .o 2 1613.8 30.850 2D -1.928 1818.0 16725.6 .o 3 1377.3 30.850 3 1.921 8533.9 .o 20666.6 4 1376.0 30.850 4 -.964 + 8921.5 27089.4 .o 5 1376.0 30.850 V2 .ooo 1376.0 27089. 4 · .o 6 1376.0 30.850 5 .964 6938.9 .o 32084.9 7 1376.0 30.850 6 -.964 + 4956;4 35653.1 .o 8 1376.0 30.850 V3 .ooo 1376.0 35653.1 .o 9 1376.0 30.850 7 .964 2973.8 .o 37794.1 10 1376.0 30.850 8 -.964 + 991.3 38507.7 .o 11 1376.0 30.850 V4 .ooo 1376.0 38507.7 .o 12 1376.0 30.850 BR .964 + 991.3 .o 37794.1 13 1377.3 30.850 7R -.964 2973.8 35653.1 .o 14 1613. 8 . 30.850 V5 .ooo 1376.0 35653.1 .o 15 924.5 30.850 6R .964 + 4956.4 .o 32084.9 16 .o .000 5R -.964 6938.9 27089.4 .o 17 .o .000 V6 .ooo 1376.0 27089.4 .o 18 .o .ooo 4R .964 + 8921.5 .o 20666.6 19 .o .000 3R -1.921 8533.9 16725.6 .o 20 .o .000 2DR 1.928 1818.0 17562.6 .o 21 .o .000 2R .523 + 19818.5 .o • 0 ...... -' . . ' . , PURITAN -BENNETT · · ; . 9'4'-9-432 · LIST. 2-'0 iT67 -----~~---~-----;**CHORE> DESIGN** '/ ___ . ___ .:;,:._~~.---~-- LEND PANEL PP L END PAN·EL MP, L VAR PANEL PP L VAR PANEL MP , INT PANEL PP i INT PANEL 'MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP ,R, END ~ANEL PP S'l;'EEL FY AXIAL STRESS 10045.2 10045.2 '9566.5 9566 .• ·5 22,025.1, 22-025 .1 9566.5 9566.5 10045.2 10045.2 SEC DESCRIPT.ION TC 31 L 2 X 2 BC. 26 ~ 2 X, 2 X.232 X.175- DESCRIPTION ,' ·.· ', M?tY ~3, 1990 = 50000 •. AXIAL RATIO :J~i~ .3189 • 513·2 · : ~§i~ ' .5132 .3189 •. 4812 .3348 PSI MOMENT UNI LOAD , -7487 .,0. 6;547. 4 -7487.0 720.3 -:l669 •. 3 1834 .,7 .720.3' -7487.0 6547-.4 -74·87. 0 AXIAL.LOAD 38508. 37794,. ~ KL/R 1.00 40.8 1.00 1:62.3 AXIAL STRESS CBRMP ••• BENDING STRESS 1.6214. 3 5865.2 16214.3 .645.3 7946.5 1.643. 5 645.3 16214.3 5·865. 2 16214 •. 3 BENDING RATIO .5405 .2638 .5405 .0243 .2649 .0645 .0243 .5405 .2638 .5405 I 722.8DEV ,154. 5REQ 553.7REQ FLRS 2 0 TL COMBINED RATIO ·• 8753 .7450 .8594 .5374 .,9991 .9210 .5374 .8594 • 7450 .87.53 LENGTH 41-0 5/.8 30-:-6 1/8 BC SEC 26 L 2 X 2 X.175 BOTTOM . CHORD , EXTENS,ION L/3t60 ~IVE LOAD DEV = TbTAL LOAD FOR DEFL = 28764. .9588 = :o-7 0/0 . . 4 49·. 0 PLF, L/ 2'4 0 . LIVE LOAD DEV = 516.0 PLF. 673. 6 PLF ~--·-----------**TCX DESIGN** ~--------~~--~ BENDING I SEC , R 31 TC 40L BR · MOMENT . 8094. REQ S. .270 DEV S -462 REQ I. ~155 DEFLC DEV I IN. • 653 .154 BEARING LENGTH ,· DEPTH 1-6 1/2 5 .• 00 o-6 0/0 ~------~~-----------!~~~~-~~~~-~~~!~~~~ . AXIAL.LOAD . K LEFT 17562~·6 1.00 RIGHT 17"562.6 1.00 KL/R FLR WEB 70~ 3 , , 1 2·0 70.3 1 2D TO END BASEL 3-9 0/0 . , 3-9 0/0 NGM NGM B. DEPTH 5 0/.0 5 0/0 -~-~--------.~-'**WEB DESIGN~* STEEL FY-=· 5.00·00 .-PSI:. :f~IN VERT SHEAR = . · END REACTION =, 2526.9 LBS. 10107.7 LBS. WEB NO 2 18 , 2D 18 3: 27 , 4 22 V2 8 i5 ,25 ', 6 .14 ;v3 8 ,7 22 i 8 1-4 '.V4 8 i8R 14 • 7-R 22 ,V5 8 '6R 14 5R 25 V6 8 ,4R 22, ·3R 27 ' .~ .: . ' . ' ~ . ; : : ·. f,' ' DESCRIPTION . Ll-:1/.2Xl~,l/.2X~ 145 Ll-1Y2Xl-1."/2X.145 L z x 2 x~188 L .. 2 X 2 . X.137· Ll-1/4X1-1/4X.1~1 L 2 X 2 X.163. t1..-11.2x1~11.2x.11s Ll-1/4Xl-1/4X.111 L· 2 X 2 X.137 Ll-1/.2Xl-1/.2X~115 Ll-1/4Xl-1Z4X.111 Ll-1/2Xl-1/2X.115 L 2 X 2 X.137 Ll-1/4Xl-1/4X.111 Ll-1/2Xl-1/2X.115 L 2 X 2 X.163· Ll-1/4Xl-1/4X.111 t ~ I ~, ~:lJ~ . REQ . DEV REQ FILLET Q K $L/R AX LOAD AX.LOAD WELD SIZE. 2 1.00 144 •. 0 + 19819.+ 2483,9. 1,9.2X .1'45 1 1.00 ·117.8 -2035.-4458. 2.0X .145 1 1.20 106,.0 -8534.-9522. 3.3X .175 11.00112.0 + 8921.+ 15877. 4.4X .137 1 1.00 12,5.2 .,.. 1569.-2527. 2.ox .111 1 1.00 112.5 -,(593~,."'." 7380. 2.9X .163 1 1 • 0 0 · 14'9·. 8 + 4 9 5 6 • + ·9 9 5 3 • 2 • 9 X • 115 1 1.00 125.2 _ ... 1569.-2527. 2.ox .111 1 1.00 112.0 -3641.-6288. 2.ox .137 1 1. 00-1:49, 8' 4-. 364.,1. + 9953. 2. 9X .115 1 1.00 125.2 -1569.-2527. 2.ox .111 11.0014,9.8 + 3641.+ 99-53. 2.9X .115 1 1~00 112.0 -3641.-6288. 2.ox .137 1 1~00 ,125.2 -1589~-1527. 2.ox .111 1 1.00 1-49.8 + 4956 .• + 9953. 2.9X .115 1 1 •. 0 0 112 • 5 .,. , 6 9·3 9 •. -, 7 3 8 0 • 2 • 9 X • 16 3 1 1.00 125i2 -1569.-2527. 2.0X .111 1 1. 0 O .112 • 0 + 8 92'1 • + 15 8 7 7 • 4 • 4 X • 13 7 1 1.20 106.0 -85~4.~ 9522. 3.3X .175 J;.. ' ,-,~:·· __ ,;...,._~· '·...: : ;•: ·, .'},· __ , -··--~~-" , . .., .;;.._. __ :,~-;._. ' ~-~:,:··.;;):-; .~ .. ~ ' -. . • • + ---:.,-_,:·· :· .. : .. --~----·-··· . •. -..... , • i .~ • , , r , ' .__, •• ,,' ··, > • ,.,,. "' • '• ,-~ 1, · • •.., ' • • AVBL WELD SLOT 9.5+ .OB 3. 3+ • 0 4. 1+ • 0 4 .8+ • o 3 .1+ • 0 4. 8+ • 0 4. 0+ • 0 3.1+ .o 4 •. 8+ • 0 . 4 .·O+ • 0 3 .1+ • 0 4. o+ • o 4. 8+ • 0 3.1+ • 0 4. o+ . o 4. 8+ • 0 3. l+ • 0 4. 8+ · . 0 4 .1+ . 0 . -.. -... ' : .. . -~ ~, :.. : ::_ ~. : ' :.:: ., .. , •• :.'.: '? • •• PURITAN -BENNETT 94-9-432 LIST 20 T67 **WEB DESIGN** STEEL FY= WEB NO DESCRIPTION 2DR 18 Ll-1/.2Xl-1/.2X.145 2R 18 Ll-l12Xl-112X.145 **BRIDGING REQUIREMENTS** ------------------------- May 23, 1990 50000. PSI. MIN VERT SHEAR= 2526.9 LBS. END REACTION= 10107.7 LBS. REQ DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 1 1.00 117.8 -2035.-4458. 2.0X .145 3.3+ .0 2 1.00 144.0 + 19819.+ 24839. 9.2X .145 9.5+ .OB TC RYY = 1.246, BC RYY = 1.232, WLEN/(TC RYY) = 377.450 WORKING LENGTH= 39.177 FT BRIDGING SPACING STANDARD AT 13.059 FT FOR 2 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R • •• PURITAN -BENNETT 94-9-432 LIST 21 May 22, 1990 T68 32LH 516 35' 11-3/411 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES LOADS 32.00 35-11 3/4 17.8 1.20 TL REQ .12 LL **LOAD CRITERIA** -----------------TOTAL LOAD= 516. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 CONCENTRATED .750 KIP(S) TOTAL AT PP 2 5 8 11 CONCENTRATED 1.500 KIP(S) TOTAL AT PP 3 4 9 10 ----------------------** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH ----------------------TOTAL LOAD LIVE LOAD MOMENT PROXIMITY DISTANCE IN INCHES FROM LOAD SUPPORTING WEB MEMBER KIPS KIPS PP TO PP TC TC TC TC 1.800 .000 1.800 .000 1.800 .ooo 1.800 .ooo **BASIC DIMENSIONS** -------------------- 2-10 0/0 .oo 12-10 ozo .75 22-6 ozo -1.19 32-6 o,o .88 NOTE: SPECIAL DIMENSIONS LEFT RIGHT LEFT RIGHT 2 2 5 5 8 8 11 11 DEFINED-- WK LENGTH END PANEL END PANEL 35.6458 4-0 0/0 2-10 0/0 VAR DIM· VAR DIM 2-2 5/8 o-8 5/8 INTERIOR PANELS 4 AT 6-6 5/8 LEFT TC RIGHT TC END PANEL END PANEL 2-10 0/0 1-10 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 32-0/0 30 1,2 32 0/0 30 1,2 32 0/.0 30 1,2 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------.~ EFF WEB WEB AXIAL LO AXIAL LO AXIAL LO pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 688.0 30.454 2 -.662 + 30348.0 25304.9 .o 2 4111.4 30.454 2D -2.175 4525.1 23414.8 .o 3 3218.7 30.454 3 1.144 16791.7 .o 34466.9 4 3190.4 30.454 4 -.775 + 15386.7 46630.8 .o 5 4240.4 30.454 V2 .ooo 3190.4 46630.8 .o 6 1690.4 30.454 5 .775 10177.1 .o 54676.2 7 1690.4 30.454 6 -.775 + 3252.9 57247.7 .o 8 4240.4 30.454 V3 .ooo 1690.4 57247.7 .o 9 3190.4 30.454 7 .775 492.6 .o 57637.2 10 3190.4 30.454 7R -.775 2267.7 55844.5 .o 11 3838.7 30.454 V4 .000 "4240.4 55844.5 .o 12 873.4 30.454 6R .775 + 9191.9 .o 48577.9 13 430.0 30.454 SR -.775 14401.5 37192.9 .o 14 .o .000 V5 .000 3190.4 37192.9 .o 15 .o .ooo 4R .775 + 19611.2 .o 21689.5 16 . 0 .000 3R -3.531 16472.1 17226.7 .o 17 .o .000 2DR 2.538 938.8 17570.9 .o .18 .o .000 2R .952 + 24256.3 .o .o PURITAN -.BENNETT 94.:...9-43·2 . LIST ~-1 T68 . -~------~~-~---- . \· ····: . May 2.2,·_199,o: .. ' . ' . ' **CHORD DESIGN~* S'l;EEL .FY = $00.00. PS.I -~--------------' . -' -' AX I-AL AXIAL MOMENT' STRESS RATIO UNI LOAB · L END PANEL PP 8801 .• 7 . • 2934 ;.;._5770. 0 L-END PANEL MP 8801.7 .3836 2997.1 L VAR PANEL PP 8144. 3 • 2715 -5nr2 .• a· L VAR PANEL MP 8144. 3 • 39·53 3094. ,5- INT PANEL PP 20.047. 7 .• 6683· -5537-•. 9 i INT PANEL MP 1991.2 .• 3 .844.6 -~7€>9. Q R VAR PANEL MP 5-9.91.9 .2342. -115 •. 8 R VAR PANEL PP 599·1. 9 .1997 ..-4·0-78. 7 R EN:D PANEL MP -6111.6 .2377 1598.8 ;R ~ND PANEJ;., PP 61,11 .• 6 • 2:037 -118,3. 9 SEC bESCgIPTION . AXIAL. L.9AD K • . KL/R ~C 43 L. 3 X 3 · X.250 57248~ .75 49.8 )3C 36 L2-,1/2X2-1/2X..212 57'637. ;i..oo 15-9.3 SEC DESCRIPTION AXIAL ,STRESS CBRM:i? {;sq 36 L2-1/2X2-1/2X. 212 . ·. 28391:.. • 94154 .. •--- BENDING STRESS 5002.8 1014-. 6 5613. 9 1047.5 4801.6 937.3 100.4 3536.3 541.2 102-6. 5 I BENDING RATIO .1668 .0370 .1671 .0389 .1601 .0355 .0035 .1179 .0190 .0342 1107. 3DEV 116.4REQ 744.4REQ FLRS 0 0 TL · ·toMBINEB · RATIO .4601 • 4-206 .4386 • 4·341 .8283 .8802 .2378 .3176 .2567 .2379 LENGTH 3-5--11 3 /. 4 39.;. 7 1}4 BOTTOM CHORD . EXTENS·ION = O.;. 8 3 I 4 L/360 LIVE LOAD OEV = 913. 3 PLF, L/2·40 LlVE LOAD DEV = TO.TAJ;., LOAD ·FOR DEFL = 9 21. O PLF. . 137'0.0 PLF . ' ' --------------------F*~ND PANEL D$:SIGN**'. ~-----------,----~--~ AXIAL LOAD K 1 •. 00 1.00 KL/R 54.0 ·33 .8- FLR WE'B TO EN:D BASEL -NGM NGM B. DEPTH :LEFT 25304 •. 9 ~IGHT 17570~9 0 20 O 2D 2..:.10 -0/0 . 5 0/.0 1"'." 10 o, o· 5 .o I o ~~-------------**WE;13 DESIGN** STEEL FY --·--~---!-------= 50000~ PSI. MIN VERT SHEAR= 'END REACTION= REc,;t. DEV . W._E2.B N205 DESCRIPTION L 2 X 2 X.163 · 2D 18 Ll-.1/2Xl-1/.2X .• 14.5 ·. · i · ½.§ L1-lj'2Xl-lj'2-X.,.138 , 1 V2 _14 t1-f12~1-f125f: Yi§ 5 14 Ll-1/2Xl-1]2X.115 6 22 L 2 X 2. X.137 V3 8 Ll-1/ 4Xl-1/4X.11:1 7 29 L 2 X 2 X~2l3 7R 2 9 L. 2 X. 2 . X. 213 V4 14 L1-I/2Xl-1/2X.115 6R 22· L 2 X 2 X.-137 5R 17 Ll~l/2Xl,-1/2X.138 V5 14 Ll-l.[2Xl-,1Z2X •. 115 ' 4R 17 Ll-1Z2Xl-1Z2Xr138 3·R 17 tl-l'Z,2Xl-1Y.2X.138 . !2DR 18 Ll-,1./2Xl-1Z2X.145 '. 2R 18 Ll-:-l/2Xl..-lj'2X~·.,145. , ·~-'!"""---~---~-------~-----~- **BRIDGING REQUIREMENTS** -----------·---------- Q K ~L/R AX 'LO~D AX LOAD 2 1.00 88.9 + 30348.+ 37526. 1 1.00· 113.6 -48-4,0.-4792. a 1.00 · 68.s -16792.-16122. 1 1. 0 0 12 5 • 9 + 1·5 3 8 7 ~-+ 18 7 6 3 • 1 1~-00 102.6 -3477.-4609. 2 1.-0Q B3.8 ~ 10177.-11618. l 1 .• -QO 125. 3 + · 7120 ~ + 15877. 1 1.00 12-3.6 -1977.-'2593. 1 _1. o.o .126. 7 -7l,20 .-7p07. 1-1.00 1-26.7 -712.0.-7507. 1 ·1.00 .1·02.-6 -. 4'5'27.-4609-. 1 ·1.00-125.3 + 919-2.+ 15877. 2 1.0·0 84.2 14402.~ 143.26 •. ,1 1.00 1'02.·6 -3477.-4909. · 2 1.0-0 107.3 +.19611.+ 23697. 2 1.00 53.6 -16472.-18734. 1 1.0.0.Ll0.9 -12·46.-·5025. 2 1 • 0 0 9,5 • 5 + ,2 4 2 5 6 ~ + . 2-.48 3 9 • 4360.3 LBS. 17441.1 LBS .• REQ FILLET ~VBL WELD SIZE WELD· SLOT 12.5X .163 14.2+ .OB 2.2x .14·5 4.1+ .o 8. 2X .138 10 .-0+ .-OB 6.4X .163 6.4+ .O 2.ox .115 4.2+ .o 6. OX .115 11-.·0+ • OB 3.9X .1'37 ~~4+ .O 2.0X .111 3.8+ .O 2.6X .188 6.4+ .O 2 • 6X • 18 8 6 • 4+ • 0 2 • 7X • 115 4 • 2+ .• ·O 4.5X .137 6.4+ .-0 7.0X .13a 1i.o+ .OB 2.ox .115 4~2+ .o 9.6X .138 .11.0+ .OB a.ox .138 9.6+ .OB 2.ox .145 4 .• o+ •. o· ll.3X .145 12.a+ .OB TC RYY. = 1.6.33, -BC RYY ·=· 1.4~1-, WJ;iE:N/ (TC RYY) = 261.898 :~¥.~a~gGL~:~ia¥NG D~tEf~~EgTAT 17,.823 FT FQR, ;L_RO:W(S) OF H-BRIDGING. -------------------------. . ' i NOTE: 20 DISTANCE LEFT ELTHER SET OR SPECIFIED •. · NOT;E: 2D DIS.TANCE RGHT 'EI':1;1HJ;sR SET OR SPECIFIED-. I , '.;, ..... : ' ! < . . . , • • • '. "t • •'( .. .. ' • ''i . : -•• •. .. ~. ' ,... ' -.• . . : . . . -.... -.. -.. : : · .<.~:·; .. -:::~·,:;:~:}/::::· .5;_:~>~:;/ ~\;{:::/:>:: _ .,-_;_: :·:;::·_:'·:.:·?;.:· :~>~·-=: ·. :·: -~ ~:·::·-~:._:: .. ---: c·-: .. ~ .,-, .• .. -.· .. ,. ~. -: , .. ', .. -. ·--··, .--····,-..... . ... -.. '.: :, .,. . -. •..+·-~--::.~:-~-:-:--,._.__:~~~-:-,.:~"'~.;." .-...... '.: ~·:~;, -. -~ PURITAN -BENNETT 94-9-432 LIST 21 T69 32LH 516 • May 22, _ 1990'. 39' 11-1/2 11 • ** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES LOADS 32.00 39-11 1/2 19.8 1.55 TL REQ .14 LL **LOAD CRITERIA** TOTAL LOAD= 516. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED .750 KIP(S) TOTAL AT PP 3 6 9 12 CONCENTRATED 1.500 KIP(S) TOTAL AT PP 4 5 10 11 ----------------------** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH TC TC TC TC TC TOTAL LOAD KIPS 10.000 1.800 1.800 1.800 1.800 LIVE LOAD KIPS .000 .000 .ooo .ooo .000 MOMENT DISTANCE 3-8 1/4 6-9 3Z4 PROXIMITY IN INCHES .oo -1.25 .81 -1.13 .oo FROM pp 2 3 6 9 LOAD TO PP 2 SUPPORTING WEB MEMBER 16-9 3Z4 26-5 3Z4 36-5 3/4 12 3 6 9 12 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED----------------------LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL 39.6250 4-8 0/0 4-6 0/0 VAR DIM VAR DIM INTERIOR PANELS 2-3 0/0 2-4 0/0 4 AT 6-6 5/8 LEFT TC RIGHT TC END PANEL END PANEL 3-8 1/4 3-5 3/4 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 32 0/0 30 1/4 32 0/0 30 1/4 32 0/0 30 1/4 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 908.4 30.292 2 -.561 + 52816.9 46064.0 .o 2 11741.5 30.292 2D -2.578 12593.9 41509.6 .o 3 4228.3 30.292 3 1.122 18886.6 .o 54076.2 4 3190.4 30.292 4 -.771 + 16171.6 66886.1 .o 5 3190.4 30.292 V2 .ooo 3190.4 66886.1 .o 6 4240.4 30.292 5 .771 10944.6 • 0 75555.5 7 1690.4 30.292 6 -.771 + 5717.5 80084.4 .o 8 1690.4 30.292 V3 .ooo 4240.4 80084.4 .o 9 4240.4 30.292 7 .771 + 1229.8 .o 79110.3 10 3190.4 30.292 7R -.771 3999.3 75942.3 .o 11 3210.6 30.292 V4 .ooo 1690.4 75942.3 .o 12 4270.0 30.292 6R .771 + 6768.9 .o 70580.6 13 -854.6 30.292 5R -.771 13716.2 59715.7 .o 14 .o .000 V5 .000 3190.4 59715.7 .o 15 .o .ooo 4R .771 + 18943.3 .o 44710.4 16 .o .ooo 3R -1.082 20117.2 30962.5 .o 17 .o .ooo 2DR 2.473 4605.9 32689.2 92.9 18 . 0 . 000 -2R .583 + 37831.5 .o .o ' J. ;. PURITAN··-BENNETT 94-9-4,32. LIST· 21. ':1;169 ----------------. . ",·····,· ~1--• ·.May 22,-199:_Q **CHORD DESIGN** STEEL FY -50000. PSI '-~----~------~--AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 12939.1 .4313 --7710.2 LEND PANEL MP 12939.1 .6276 6:126.8 ,t ~~ ~~It -fu~ ll~~§-: ~ : §~~I -I-~~2: ~ · :CNT PANEL PP, ·22495. 2 • 7 498c ,..5537 •. 9, ·. INT PANEL MP 22495. 2 • 9241 2.769. 0 R VAR PANEL MP 8697. 2 • 409·3 · 2458. 2 R VAR .PANEL PP 8697-.2 ;2899. -7271.7 REND PANEL MP 9182.2 .4290 5246.1 -R END PANEL PP 91.82. 2. • '3061 -7271. 7 SEC DESCRIPTION AXIAL LOAD K KL/R 'TC 48 L 3. X 3-X. 313 8008k. • 75 50.,0 BC 43 L 3 X 3 X.250 79110~ 1.00 132.7 SE4c3 DELSCR3.IPXTION3. X.2. 50 AXIAL STRESS CBRMP BC . . 17855. :9285 •• BENDING STRESS 5443. 3 17·53 .1 .5443. 3 5.33 .• 5 39:09. 7 792.3 703.4 5133.7 1501.1 5133.7 BENDING RATIO .1814 .0675 .1814 .0195 .1303 .0293 .0252 .1711 .0546 .1711 I 1465.0DEV 159.9REQ 1143.6REQ FLRS 0 0 TL COMBINED RATIO .6127 .6951 • 57·01 .5566 • 8·802 .9534 :i~t8 .4836 .4772 LENGTH 39-11 1/2 32-6 1]2 f~J!8MLi~~R~ofBT~~~I~N =a1g:½0Pt,; L/240 LIVE LOAD DEV= 1319.6 PLF · TbTAL LOAD FOR DE.FL = 103 0. 0 PLF. . ~~-~----------------'.**END PANEL DESIGN** ~~-------------------· AXIAL LOAD iLEFT 46064. 0 ;RIGHT 326..89. 2 . K . KL/R FLR WEB 1.00 71~7 0 '2D TO END BASEL NGM NGM 3-·a 1/4 · B. DEPTH ·5 0/0 5 O]O 1. 00 -670 5 0 2-D 3,.. 5 3]4 '----------------'**WEB DESIGN*·* STE:mL FY = 5-0000· .. PSI. MIN VERT SHEAR= 6687.2 LBS. END REACTION = 26748. 9 LBS· •. ;-------------~-- 1WEB 'NO DESCRIPTION-2 39 L2-1/2X2-l/2X.250 2D 27 L. '2 X .2 X.188 3 20 Ll-1/2Xl-1/2X~170 4 27 L 2 X 2 X~188 V2 14 L1~1/2Xl-1/2X.115 5 14 L1•1]2Xl-1]2X~115 6 22 L ·2 X Z X.137 V3 14 Ll-1/2Xl-l/2X.115 ~ 22 L 2 'X 2 X.137 7R l4 L1-1{2-Xl-1/2X.115 -V4 &-Ll-1]4Xl-1]4X.111 6R 22 L .2 X 2 X.137 5R 17 Ll-1/2Xl,-1/2X.138. V5 14 Ll-lr.2Xl-.1Z2X .• 115. 4R 14 Ll-1Z2Xl-1Z2X.115 3R 2·0 Ll-1Y,2Xl-1Z2X.1_7-0 2DR 18 Ll-1/2Xl-1]'2X.145 . 2R 27 L 2 X 2 X.188 · -------------------------. . **BRIDGING REQUIRE~ENTS~* ' ' I--------------------------. . Q, K 2 1 .• 00 I 1. 0-0 . 2 1.00 1 1.00 1 1 .. 0.0 2 1 .• 00 1 1.00 1 1.00 1 1.00 2 1.00 .. 1-. 1. 00 1 1.00 2· 1. 0.0 1 1 .•. 00 2 1.00 2 1.00 .1 1. 00 2 i. o:o . REQ . DEV . REQ FILLE';I' . :AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 80.5 + 52817.+ 71250. 19.0X .188 14.1+ 7.1B 8:2 /5 --13023. --13:2.62 ~ 4. 7X .188 4. 8+ • O 69.-0 -18887.-~0322. 7.5X .170 11.9+ .OB 126r0 + 16172.+ 21500. 5.8X .188 6.4+ .O 102.1 3591~-4646. 2.lX .115 4.2+ .O 83.6 10956.-11638. 6.4X .115 13.4+ .QB 125.1 + 10956.+ 15877. 5.4X .137 6.4+ .O 102.1 -4641.-4646. 2.7X .115 4.2+ .O 12·5 ... 1 + 10956.+ 15877. 5.4X .137 6.4+ .O 83.6 -ios56.-11638. 6.4X .115 13.4+ .OB 122.9.-2091 •. -.262:1. 2.ox .111 3.a+ .o 125.1 + 10956.+ 15877. 5.4X .137 .6.4+ .O 84.0 ·-13716.-14353. 6.7X .1~8 13~4+ ~OB 102 •. 1 -3591 • .,. -4:64.6. 2.1x .115 · 4 .• 2+ .o 106. 4 + 18943 .+ 19-907. 11. lX .115 13. 4+ • OB 10.2 ~0111.-20119. a.ox .11-0 12.0+ .oB 110.7 -5038~-5043. 2.3X .145 4.0+ .O ~7~5 + 37832.+ 42999. 13.6X .188 14.5+ .OB : TC RYY .;;=. 1.647, BC R,YY =. 1.633, WLEN/(TC RYY)-= 288.675 WORKING.LENGTH= 39.625 FT BRIDGING :SPACING DEVELOPED AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. -------------------------NOTE: 2D DISTANCE LEFT EITHER SET OR SPECIFIED. NOTE: 2D DISTANCE ~GHT .EITHER SET Ql;<. SJ;>ECIFIED. ,.,, , .•• ' .. t' ,.,_ .-. . .· ' . ' .... ,• ' ,--• • "';_ ~; • .._.!" • ' .. ,· ~::-" '."' -.. _. ·.: '. _:-.. --::-:-.,_ .. . ,---; .... --. ;. ~'' :;.; -_ .. ~ ...... :;. ....... , .... ' .. , .,· ·~ .; '• .. '. . ~ ' __.,,, •• , ..... ~,.~ ,, '• -~-• 1 '~ . ~~ .. ~ ~:\~ -i. : ' .. ~ . '. , ~:-~\;{-\'~~_': ... :: . ~-,. ~::~-:,._ .:~ ~: .~~~:·~ ~i· ·-: . .. ----, ....... •·'···-~ ..... ~ .. ,_ . . -•-........ ~ • • i,.' .,., , '•·:··~:,_.--·-:r·'~.!; ,..,.~·-_'.~: •,·::·•"'."' ..,, . ,._ , .. , •·><_~ i :'.. ','-·.·."'••,: _,,,..,:'•,;~,~·-,,,-:·-• ·, ..... , ,, .,,, .. ,, . -. . . -' . · -~---. ': . __ · ----: .::-·.--~---=·.-~.-; 1 ... ("j~.:~f-:~_.~-;.-·;~; :_:~:~.::~~-I'~·,_~ ._ ... ,,_ <:! ... ··: ~q ~-~~~----•• <·:_: .--:7 :/.:~--~·:}· ::~~:t 1.::. _ ··-· ~ ... , .••.•. -~-....... :~ .• _:: ..... :,. ..... _,..,. -. . ,_1.-.... ~:.:..~;._.~~ -~;. .. -.:·.-·' , .... ,_ ....... : .... ·.: • • · · PURITAN -BENNETT 94-9-432 LIST 21 May 22, 1990 T70 32LH 306. 38' 9-1/2" ---------------------------------------------------0--------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 38-9 1/2 12.8 1.18 TL .37 LL **LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/.360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= 337. PLF. --------------------**BASIC DIMENSIONS** --------------------LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 38.4583 4-9 0/0 4-9 0/0 1-3 3/4 1-3 3/4 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-5 0/0 3-5 0/0 · DEPTH DEPTH DEPTH LEFT CENTER RIGHT TCX LEFT TCX RIGHT 32 0/.0 32 0/.0 32 0/.0 ~ACTUAL) 2-3 0/0 o-0 0/0 30 718 30 718 30 718 EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 497.3 30.898 2 -.562 + 10998.3 9588.8 .o 2 902.1 30.898 2D -1.931 1015.8 9121.7 .o 3 812.8 30.898 3 1.962 -5033.8 .o 11407.7 4 816.0 30.898 4 -.966 + 5286.4. 15210.6 .o .~.5 816.0 30.898 V2 .ooo 816.0 15210.6 .o 6 816.0 30.898 5 .966 4111. 6 _ .o. 18168.4 7 816.0 30.898 6 -.966 + 2936.9 20281.2 .o 8 816.0 30.898 V3 .ooo 816.0 20281.2 .o 9 816.0 30.898 7 .966 1762.1 .o 21548.8 10 816.0 30.898 8 -.966 + 587.4 21971.4 .o 11 816.0 30.898 V4 .ooo 816.0 21971.4 .o 12 816.0 30.898 8R .966 + 587.4 .o 21548.8 13 812.8 30.898 7R -.966 1762.1 20281.2 .o 14 902.1 30.898 vs .ooo 816.0 20281. 2 .o 15 497.3 30.898 6R .966 + 2936.9 .o 18168.4 16 .o .000 5R -.966 4111.6 15210.6 .o 17 .o .000 V6 .ooo 816.0 15210.6 .o 18 .o .000 4R .966 + 5286.4 .o 11407.7 19 .o .000 3R -1.962 5033.8 9121.7 .o 20 .o .ooo 2DR 1.931 1015.8 9588.8 .o 21 .o-.ooo 2R .562 + 10998.3 .o .o ..•. . -. . . ' ' ~ .. . PURITAN·-BENNETT ; 94-9~ 432: LIST 21 • ['70- --·----------- May 22'; 199:0 . ' **CHQRD DESIGN** STE~L FY= 50000. PSI -----" ---, ,z----- .L END PANEL PP LEND PANEL MP ,L VAR .PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP l~ 1fil5 ~~it. fu~ - REND PANEL PP AXIAL STRESS 9059.2-9059.2 8617.8 86'17 .8 20757.8 20757.8 8617.8 8617 •. 8 9059.1 9059.1 AXIAL RATIO .3020 .6259 .2873 .4907 .6919 .9040 • 490,7 .2873 • 62'59 -. 302·0 MOMENT UNI LOAD ..,.3725. 6 3164.3 --3725.6 561.1 --21.76.0 1088.0 561.1. ..;3725.6 3'164. 3, -3725.6 ••• BENDING STRESS -13oa.o.2 4222.1 -13080.2 748.7 i~·§i: 4 748.7 13080.2 _ 4222 .1 13080.2 BENDING RATIO .4360 .194-9 .4360 . 0314 .2547 .0636 .0314 .4360 .194.9 .4360 COMBI-NED RATIO .7380 .8209 .7233 .5221 .9466 • 967'6 .5221 .7233 ·-8209 .7380 TC :BC SEC DESCRIPTION 22 L 2 X 2 2:2 L 2 X 2 X.13·7 X.137 AXIAL LOAD :2-197.1 •. 21549. K KL/R .1 •. 00 40.3 1.00 161.3 AXIAI) STEESS 2-0758. I 506~1DEV 146.2REQ 310.6REQ FLRS 2 0 TL LENGTH 34_;10 1/.2 3-0-5 1"/2 SEC BC -22 DESCRIPTION CBRMP .6919 L 2 X 2 X.137 BOTTOM CHORD EXTENSION L/360 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = = o-7 0/0 332.4 P~F, 306.0 P:EiF. L/240LIVE LOAD DEV= 498.6 PLF ------------------. **TCX DESIGN** ----------------BENDING SEC MOMENT L 26 SPLICE 1022.4. 40L BR REQ S .341 DEV S .350 REQ· I .286 'DEV I .513 DEFLC IN. .225 BEARING LENGTH DEPTH 6-2 0/0 5.00 o-6 0"/0 ---------------------i **.END PANEL DESIGN** : --------------~------AXIAL LOAD : LEFT 958'8. 8 K KL/R FLR WEB TO END BASEL NGM NGM 1.00 98.3 0 2D 3-5 0/.0 B. DEPTH 5 0/.0 5 0"/0 ·RIGHT 9588.8 ~ --~-------,--~-1 • 0 0 9 8 • 3 0 20 3-... -5 0 '/ 0 -*-*WEB DESIGN** -------~-------STEEL FY = 5'0000. PSI. MIN VERT SHE~ = END REACTION= '.WEB NO DESCRIPTI.ON _ -;,,, 2 8 Ll-1/. 4X1-1/. 4X.111 , :'. 2D 18 L1.,.1/2Xl-1l2X.145 3 22 L 2 X 2 X.137 4. -8 Ll':':.1/4Xl . ..,.lf.4X~.111 V2 8 Ll-1"/4Xl-l/4X.111 -5 22 L 2 X 2 X.137 6 -8 Ll-1/. 4Xl-1/. 4X.111 V3 8 Ll--1Z4Xl..,.1Z4X.111 7 14 Ll-1Z2Xl-1{2X.115 8 8 Ll-1,Z4Xl-1Z4X.111 V4 8 Ll-1Z4Xl-1/.4X.111 BR 8 Ll-1Z4Xl-1Z4X~111 7R 14 Ll-ll.2Xl-1/.2X.115 V5 8 Ll..,.1/4Xl-1Z4X.111 6R 8 Ll~l"/4Xl-1"/4X.111 5R 22 L 2 X 2 X.137 v·G 8 Ll-1/4'Xi-1/. 4X.111 4R 8 Ll--l"/4Xl-1"/4X.111. 3R 22 L 2 X 2 X.137 ,'. ",. . __ ~EQ DEV Q K KL/RAX LOAD AX LOAD 2 i.oo 163.1 +#,1099-a.+ 15911. 1 1.00 117.9 -·: 1140.-4447. 11.20 104.9 --5b34.~ 7-017. 11.00180.5 + 5286.+ 7955. 1 1.00 125.4 -~26.-2519. 11.0-0-112.1 -4112.-6279. 1 1.00 180.5 + '2937.+ 7955. 1 1.-00 125.4 -926~-2519. 11.00 149.9 -2118.-2205. 11.00180.5 + 2118.+ 7955. 1 1.00 125.4 -926.-2519. 1 1.-00 18-0.5 + 2118.+ 7955. 1 1.-00 149.9 -2118~-2205. 1 1.00 125~4 --926.--2519. 11.00180.5 + 2937.+ 7955. 1 1.00 1'1:2.1 -4112.-6279. -1 1.-00 125.4 -926.-2519. 1 1.00 1&0.5 + 5286~+ .7955. 1 1.20 104.~ -50-34.-7017. ·-.................. ,. ... -.. ~··. :.· -~ .. -.. ·~ ~ ,,'...,. ____ , .. -. .. ~ . . . -. . . .. 1471.0 LBS. 5884.1 LBS. REQ FILLET AVBL WELD SIZE. WELD SLOT 6.7X .111 10.3+ .OB 2.ox .137 3.3+ .o 2.5X .137 4.1+ .O 3.2X .111 3.6+ .O 2.0X .111 3.1+ .O 2.ox .137 4 .• a+ .o 2.4X .111 3.6+ .O 2.0X .111 3.1+ .O 2.ox .115 4.o+ .o 2.4X .lll 3~6+ .O 2.0X .111 3~1+ .O 2.4X .111 3.6+ .O 2.ox .115 4.o+ .o 2.ox .111 3.1+ .o 2.4X .111 3.6+ .O 2.0X .137 4.8+ .O 2.ox .111 · 3.1+ · .o 3.2X .111 3.6+ .O 2.5X .137 4.1+ .o ~ • • I ' ,.',•,, " . ·' ~.... ,._. • PURITAN -BENNETT 94-9-432 LIST 21 T70 **WEB DESIGN** STEEL FY WEB NO DESCRIPTION 2DR 18 Ll-1/.2Xl-l/.2X.145 2R 8 Ll-l14Xl-114X.111 **BRIDGING REQUIREMENTS** ------------------------- = 50000. Ql K 1.00 2 1.00 • May 22, 19'90 PSI. MIN VERT SHEAR= 1471.0 LBS. END REACTION= 5884.1 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 117.9 -1140.-4447. 2.0X .137 3.3+ .0 163.1 + 10998.+ 15911. 6.7X .111 10.3+ .OB TC RYY = 1.222, BC RYY = 1.222, WLEN/(TC RYY) = 377.557 WORKING LENGTH= 38.458 FT BRIDGING SPACING STANDARD AT 12.819 FT FOR 2 ROW(S) OF H-BRIDGING. -------------------------NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R •• •••••• '•' _:_·; ' .. .-_,· .. . DEPTH ·32.00 BS LENGTH 38-·10 1/2, BRIDGING SPACING . '.J-2 .• 8 LEFT 'END RGHT END S_TANDARD STANDARD ACTUAL DEFL' INCHES 1.19 TL .• 37 LL ~--~-------------**LOAD· GRITER:I:,A** iOTAL-LOAD'."",:---;06. PLF f LIVE LOAD =· ' 96. ;E>LF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 ';('OTL LO~D DEFLECTION SPECJ;F~ED ~S L/2·4·0 ~---------~-~----~--------~*.TCX/CAN'I' LOAD CRI'J;ERI~** ~-------------~---------~~ 1 L TCX LO.ADS: UNIFORM= 337. PLF. R TCX LOADS:" UNIFORM= 337. ;l?LF. -~·--~-------~------.**BASJ;C DI~ENStONS** -~------------------ WK LENGTH 38.'5417 . LEFT RIGHT .. END PANEL END.PANEL 4-9 OJO 4-9 0/0 LEFT TC RI~HT TC END PANEL END' PANEL 3,..;. 5 0/ 0 . 3-5 0 / 0 LEFT VAR DIM 1-·4 1/4 . RIGHT VAR DIM INTERIOR PANELS 1-4 1/ 4 ·5 AT 5-4 0 / 0 , DEPTH . LEFT 32 0/.0 30 r1a DEPTH DEPTH CENTER RIGHT 32 0l0 32 0{0 (ACTUAL) 30 7/8., 30 7"/8 (EFF} . TCX LEFT o-5 1/2 TCX RIGHT o-2 0/0 ~-----~-~--------~ **TRUSS ANALYSIS** ~------------~----pp LOAD-LBS I 1 4·97. 3 i 2 908.4 3' 819:2 ·4 816.0 5 816.0 6 '8'16 .O' 7, 816 •. 0 8 816.0 9 8.16. 0 ,10 8'16 .• 0 :· 11 816·. 0 12 816.0 1,3 819.2 14 908.4 · 15 497.3 : 1:6 .• 0 :17 .o : 18 .·O ,19 .•. o · 2'0 • b ,21 .o . ' . ·, ~ ... _ ·: .. ~ • • • .·-• 1 ~ ... EFF DEPTH 30.898 30.898 30. 89'8 3.o .• 898 30.898 3·0. 898 30 •. 898 30.898 30. 8'98' 30 ~.898 30.898 30.898 3.0. 898 · 3·0 .89-8 3·0 .'898 .000 .000 .ooo .QQO .000 • 000. · ~. ' ,,. . .. WEB MEM 2 2D 3 4 V2 5 .6-. V3 7 8 V4 BR 7R V5 6R 5R V6 4R 3R 2.DR 2R WEB' AXIALLD .AXIAL LD AXIAL LD SLOPE .. IN .. WEB .. TOP CHORD BOT CHORD -.562. + 11024 •. 3 9611 •. 5 .o ~.1. 931 1023.0 9141.0 .o ·1. 9·01 -5·074. 4 .o 11503.0 ... ,.:966 + 5286.4 15305.9 .o , N" ·;.ooo . 8.16. 0 · 153Q5.9· .o s9'66 4111.6 .. o 18263.8 .... 9.66 .. + 2936. 9· , 203,76.5 .o·. •. oo.o 81-6 .• 0 20376.5 -~ 0 .9<56 ... '1762.1 .o 21644.1 -.966 + 587.4 22.066. 7 • o. .000 816 .• 0 22'066. 7 .o .966 + 5'87 .• 4 · .o 21644.1 -,.966 1762.1 20376.·5 .o .000 .816.0 . 2,0376. 5 .o .966 +· 2936,.·9 .o 18263.8 -.966 4111.6 15305.9 .·0 .000 816,.0 15305.9 .o .9<:56 + 528·6,. 4 .o 11503 .·o -1.~ 901 5·074. 4· " 9:141. 0 .o 1.931 1023.0 9611 .• 5 .o ,'562 + 11.02·4·. 3 .o .0 .. ' .. . : a;····· ~ '' " . ..... - . ... ..... . .. ~--·--. . -. . -.... .; ... ::. .. -----' :: .. PURITAN -BENNETT 94-9-432 LIST 21 T71 • • May 22, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT BENDING STRESS 13172.7 4207.9 13172.7 832.3 7639.7 1451.7 832.3 13172.7 4207.9 13172.7 BENDING COMBINED STRESS RATIO UNI LOAD RATIO .4391 .1944 .4391 .0350 .2547 .0637 .0350 .4391 .1944 .4391 RATIO .7418 .8218 .7270 .5324 .9496 .9716 .5324 .7270 .8218 .7418 LEND PANEL PP 9080.6 .3027 -3752.0 LEND PANEL MP 9080.6 .6274 3153.7 L VAR PANEL PP 8636.2 .2879 -3752.0 L VAR PANEL MP 8636.2 .4974 623.8 INT PANEL PP 20847.9 .6949 -2176.0 INT PANEL MP 20847.9 .9079 1088.0 R VAR PANEL MP 8636.2 .4974 623.8 R VAR PANEL PP 8636.2 .2879 -3752.0 REND PANEL MP 9080.6 .6274 3153.7 REND PANEL PP 9080.6 .3027 -3752.0 SEC DESCRIPTION AXIAL LOAD K KL/R TC 22 L 2 X 2 X.137 22067. 1.00 40.3 I FLRS 506.lDEV 2 147.lREQ 0 312.6REQ TL LENGTH 39-6 0/.0 30-6 1,2 BC 22 L 2 X 2 X.137 21644. 1.00 161.3 SEC DESCRIPTION AXIAL STRESS CBRMP BC 22 L 2 X 2 X.137 20848. .6949 BOTTOM CHORD EXTENSION= 0-7 0/0 ~6~K£ t5X~ ~g~DDiit: ~6g:~ ~tJ: L/240 LIVE LOAD DEV= 495.4 PLF **TCX DESIGN** BENDING SEC MOMENT L 22 TC 424. 40L BR R 22 TC 56. 40L BR --------------------**END PANEL DESIGN** --------------------AXIAL LOAD K LEFT 9611.5 1.00 RIGHT 9611.5 .1.00 DEFLC REQ S DEV S REQ I DEV I IN. .014 .250 .002 .413 ·• 046 .002 .250 .ooo .413 .017 KL/R FLR WEB TO END BASEL NGM NGM 98.3 0 2D 3-5 0/.0 98.3 0 2D 3-5 0/0 BEARING LENGTH DEPTH o-5 1/.2 o-6 o-2 ozo ozo o-6 0"/0 B. DEPTH 5 0/.0 5 0/0 5.00 5.00 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 1474.2 LBS. --------------END REACTION= 5896.9 LBS. WEB NO 2 8 2D 18 3 22 4 8 V2 8 5 22 6 8 V3 8 7 14 8 8 V4 8 8R 8 7R 14 V5 8 6R 8 5R 22 V6 8 4R 8 3R 22 " DESCRIPTION Q Ll-1/.4Xl-1/.4X.111 2 Ll-l12Xl-112X.145 1 L 2 X 2 X.137 1 Ll-1/.4Xl-1/.4X.111 1 Ll-1/4Xl-1/4X.111 1 L 2 X 2 X.137 1 Ll-1/.4Xl-1/.4X.111 1 Ll-1Z4Xl-1Z4X.111 1 Ll-1Z2Xl-1Z2X.115 1 Ll-1Z4Xl-1Z4X.111 1 Ll-1Z4Xl-1Z4X.111 1 Ll-1Z4Xl-1Z4X.111 1 Ll-1Z2Xl-1Z2X.115 1 Ll-1Z4Xl-1Z4X.111 1 Ll-1"/4Xl-1"/4X.111 1 L 2 X 2 X.137 1 Ll-1/.4Xl-1/.4X.111 1 Ll-1"/4Xl-1/4X.lll 1 L 2 X 2 X.137 1 K 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.20 REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD.SIZE WELD SLOT 163.1 + 11024.+ 15911. 6.7X .111 10.3+ .• OB 117.9 -1147.-4447. 2.ox .137 3.3+ .o 105.6 -5074.-6948. 2.5X .137 4.1+ .O 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .O 125.4 -926.-2519. 2.0X .111 3.1+ .O 112.1 -4112.-6279. 2.ox .137 4.8+ .o 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .O 125.4 -926.-2519. 2.0X .111 3.1+ .O 149.9 -2122.-2205. 2.0X .115 4.0+ .O 180.5 + 2122.+ 7955. 2.4X .111 3.6+ .O 125.4 -926.-2519. 2.ox .111 3.1+ .o 180.5 + 2122.+ 7955. 2.4X .111 3.6+ .O 149.9 -2122.-2205. 2.0X .115 4.0+ .0 125.4 -926.-2519. 2.ox .111 3.1+ .o 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .O 112.1 -4112.-6279. 2.0X .137 4.8+ .O 125.4 -926.-2519. 2.0X .111 3.1+ .O 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .0 105.6 -5074.-6948. 2.5X .137 4.1+ .0 '---~'. ···-:·-·~-.:-, -~ ,, PURITAN·-BENNETT . · .. 94-9..;. 432 . 'LIST .21- T71 May 22,·J,.9~0- ~---!'----------**WEB DESIGN** STEEL FY --ii--~~------~--- WEB NO DESCRIPTION 2DR 18 Ll-1/2Xl-1/2X.145 . 2R 8 Ll-1/4Xl~l/4X.lll -------------------------1 • • • • 50.000. Q K .1 1. 00 .2 1. o·o PSI. MIN VERT SHEAR = 14 7 4 • 2 -LBS. , END. -REACTION = 5896. 9 LBS., REQ . DEV REQ FILLET AVBL KL/R ~X. LOAD AX LOAD WELD SIZE WELD SLOT .117-.9 -.1147.--4447 •. 2.0X .137 3.3+ •. 0 163 .1 + 11024 .+ 15,911. 6. 7X .111 10. 3+ • OB **BRIDGING REQUIREMENTS**' i·c-RYY-:·--i:222"~--Bc:...RYY-: -i.222, wtEN/.(Tc RYY> = 37.8.~75 WORKING LENGTH =:= 3 8 • 5 4 2 FT -· 'BRIDGING S]?ACING STANDARD' AT 12.847 ;FT FOR: 2 ROW(S) OF H-BRIDGING. ~-----~--------------~-~-NOTE': END PANEL SHORTENED DUE TO SLOPE OF-. WEB W3 /W3R }",, 't .,_'' ••• , ,_. ,, • "r' ;~• • •' ,~-•, • ' ' ~ . ~~ . -~ . .,_. '. ' '-·~ •• , l , ,' ' .. . /· . ..... . •· ~ -... , -·/=;..,.,..::.: ' '. :· .... • - PURITAN -BENNETT May 22, 1990 94-9-432 LIST 21 T72 32LH 306 38' 7-1/4 11 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** ·sJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 38-7 1/4 12.8 1.16 TL .36 LL **LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS Lf.360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 **BASIC DIMENSIONS** LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 38.2708 4-8 0/0 4-8 0/0 1-3 5/8 1-3 5/8 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-4 0/0 3-4 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 32 0/.0 30 T/8 32 0/.0 30 7l8 32 0/.0 30 T/8 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LO pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 484.5 30.898 2 -.572 + 10814.6 9386.6 .o 2 887.7 30.898 2D -1.931 999.7 8926.9 .o 3 811.2 30.898 3 1.978 5023.8 .o 11194.0 4 816.0 30.898 4 -.966 + 5286.4 14996.9 .o 5 816.0 30.898 V2 .ooo 816.0 14996.9 .o 6 816.0 30.898 5 .966 4111.6 .o 17954.7, 7 816.0 30.898 6 -.966 + 2936.9 20067.4 .o 8 816.0 30.898 V3 .ooo 816.0 20067.4 .o 9 816.0 30.898 7 .966 1762.1 .o 21335.1 10 816.0 30.898 8 -.966 + 587.4 21757.6 .o 11 816.0 30.898 V4 .ooo 816.0 21757.6 .o 12 816.0 30.898 SR .966 + 587.4 .o 21335.1 13 811.2 30.898 7R -.966 1762.1 20067.5 .o 14 887.7 30.898 vs .ooo 816.0 20067.5 .o 15 484.5 30.898 6R .966 + 2936.9 .o 17954.7 16 .o .000 SR -.966 4111.6 14996.9 .o 17 .o .000 V6 .ooo 816.0 14996.9 .o 18 .o .000 4R .966 + 5286.4 .o 11194.0 19 .o .000 3R -1. 978 5023.8 8926.9 .o 20 .o .ooo 2DR 1.931 999.7 9386.6 .o 21 .o .000 2R .572 + 10814.6 .o .o ', ' ' ' '· r-: •• J?iJRI_TAN: ._ BENNETT. _94~9..,. 432 LIST. 2·1, T7.2 -:-----------·~-:-~--**CHORD DESIGN** . . . ~-~--~---------- L END PAN·EL PP · Tu END PANEL MP .L VAR PANEL PP LVAR PANEL MP : 'INT PANEL PP INT PANEL MP R VAR PANEL MP · R VAR PANEL PP REND PANEL MP REND PANEL PP STEE;L FY .. AXIAL STRESS 8868.1 ,8868.1 8433.8 8433.8 '2.055:5~-9 . '2'0555. 9 8433.8 8433.8 8868:.1 8868.1 '~· . --.. r ,,, •• -May 2·2 ,: i990 50000+ PSI -AXIAL RATIO • '2956 • 5943. • 2.811 • 478'8 • 6852 .8952· • 47'8'8 • 281'1 • 594.3 ~ 2,956 MOMENT UNI LOAD---3559.3 2995 .1. -3559.3 . 58Q .• d . ·--2176. 0 . 1·oss· •. o 589.0 -3559.3 2995.1 -~559.3 BENDING STRESS 12496·. 3 3',996. 4 12496.3 .. 785. 9 7'639-. 7 1451.7 785. 9 · 124.96. 3 39-96. 4 12496.3 BENDING RATIO .4165 .1815 .4165 .0328 .2547 .0635 .:0328 .4165 .1815 .4165 COMBINED RATIO .7121 .7758 • 6-977 ~ 5:117 .9399 .9587 .5117 .6977 :~I~i SEC DESCRIPTION TC 22 L 2 X 2 BC 22 L 2 X 2 AXIAL LOAD K KL/R I FLRS LENGTH 38'-7 1/4 30-5 1/4 X.137 · 21758. 1.00 4·0.3 X.137 21335. 1 •. 00· 161.3 DESCRIPTION AXIAL STRESS CBRMP L, -2 X 2 X.13'7 . 2.0556. .6852 506.lDEV 2 144.0REQ O 3•06 .• lREQ TL SEC :i3c 22 f~I~8M;LiU~R~ofBT~~i~~N = 33~:.37p£,~ L/240 LIVE LOAD DEV= 50<$.0 PLF TOTAL LOAD FOR DEFL = · 3.·06-. 0 PLF. _ . +----,,--~--------,,~----**END PANE~ DESIGN** ~----~~~---~~-------KL/R 95.8 -~5!8 FLR WEB 0 2D o 2p TO END .BASEL. NGM NGM 3-4 O[O . .. 3-4 oyo B. DEPTH 5 0/0 5 0/0 -:---------------~*WEB DESIGN** .:,.. __ .:,. _____ ..,.e,i,a. __ _ I • STEEL FY= 50000. PS:i:. MIN VERT SHEAR= . . END REACTION'= i WEB NO DESCRIPTION _ . 2 8 Ll..,.1/4Xl-l/4X.lll 2D 18 L1-lj'.2Xi-lj'.2X.145 3 22 L 2 X · 2 X •. 137 4 8 Ll-1/4X1·-l/4X. 111 V2 8 L1~1/4XI-1/4X.111 5 2 2 L 2 X 2 X. 1.37 . 6 8 Tul-l/4Xl-1/.4X.lll V3 8 Ll-1Z4Xl-1Z4X.lll 1 14 t1~.1z2x1-1z2x.115 8 8 L1~1Z4Xl~ll4X.111 V4 8_ .Ll.-:-lZ 4Xl-1Z 4X. lll SR 8 Ll-1Z4Xl-,,1Z4X.111 ' 7°R 14 Ll-1Z2X1-1,Z2X.115 V5 8 Ll-1Z4X1-·1z 4X. lll 6R 8 Ll~l/4Xl-l/4X~111 5R 22 L 2 X 2 X.137 V6 8 Ll-l/_.4Xl-1/4X.lll 4R .8 Ll-1/4Xl-1~4X.lll 1 3R 22 L 2 X 2 1 X.1~7 1 2DR 18 Ll-1/2Xl-l/2X~ 145 2R ·a L1-i/4X1-1/4X~lll '> i' . .. -. --- . .. . .. ~ •• .,~ '-; --·. ":,"""4 · REQ DEV ,Q K KL/R . AX LOAD AX LOAD 2 1~00 160.9 + 10815.+ 15911 • l l:18 ll51::~ : g5~f:: 1i1i: 1 1~00 180.5 + 5286.+ 7955. · 1 1.-00 125.4 925.-2519. 1 1.00 112~i 4112.-6279. 1 1.~00 1,s·.0.5 + 29,37.+ 7955. 1 1 .-00 J,25 •. 4 ~ 9,25 .• ..-;# .2·519. 1 1~00 149.9 -2107.-2205. 1 1 •. 00 18·0.5 + 2107 .+ 7955. 1 1.00 125.4 -925.-2'519. 11.00180.5 + 2101~+ 7955. 1 1.00 149.9 -2107.~ 2205. 1 1 .. QQ 125w4 -925.~ 2519. l 1.00 '180.5. + 29.37 •. + 7,9:55. .· 1 1 •. 00 112.1 -4112.-6279. . 1 1.00 12·5~4 -.. 9.2·5.-2519. 1 lAOO 180.5 + · 5286.+ 7955. 1 1~20 104.,7 -502'1.-7034. 1 1.00 117.9-·-· 1122.-44.47. 2 1 ~ o o 16 0 • 9 + 1Qs-15 • + 15:911 • j. < :'! -'. ~-. 1463.9 LBS • REgs~~LtE~8ivBL WELD SIZE WELD SLOT 6.6X .1i1 10.2+ .OB 2.ox .137 3.3+ .o 2.5X .137 4.1+ .0 3.2X .111 3.6+ .o. 2 • ox • 111 3 .• ·1+ • O 2.0X .13~ 4.-8+ .O 2.4X .111 3.6+ .O 2.ox .111 3.1+ .o 2.ox .115 c.o+ .o 2.4X .111 3.6+ .O 2.ox .111 3.1+ .o 2.4X .111 3.6+ .O 2.0X .115 4.-0+ .o 2 • ox • 111 3 • 1+ •. o 2. 4X • 111 3 .• 6+ .,O 2. O.X .137 tL 8+ • 0 2.0X .111 3.1+ .O 3. 2X .111 3. 6+ • O 2 • 5X • 13 7 4 • 1+ • 0 2.0X .137 j.3+ .-0 6.6X .111 10~2+ .-OB -:" ' .. '. '' PURITAN -BENNETT 94-9-432 LIST 21 T72 - **BRIDGING REQUIREMENTS** • May 22, 1990 TC RYY = 1.222, BC RYY = 1.222, WLEN/(TC RYY) = 375.716 WORKING LENGTH= 38.271 FT BRIDGING SPACING STANDARD AT 12.757 FT FOR 2 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R • • PURITAN -BENNETT . · May .21, 1990 . 94-9-432 LIST 22 G20 27YG O 23' 6-1/4" 27G 4N 12.30K ------------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI-SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-6 1/4 06-00 0/0 5.0 IN .5 IN .50 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 109.00 KIPS. CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= O. PLF. --------------------**BASIC DIMENSIONS** --------------------LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 23.1875 3-10 3/4 3-7 1/2 2-0 0/0 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 3-10 3/4 3-7 1/2 5-10 3/4 5-7 1/2 DEPTH DEPTH DEPTH LEFT CENTER RIGHT TCX LEFT TCX RIGHT 27 0/.0 25 118 27 0/.0 25 1,s 27 0/.0 25 118 ~ACTUAL) EFF) o-1 0/0 o-0 0/0 ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 .o 25.145 2 -.562 + 37224.1 32452.1 .o 2 .o -25.145 Vl .ooo .o 32452.1 .o 3 12300.0 25.145 3 1.048 25207.4 .o 49856.6 4 .o 25.145 4 -1.048 + 8203.9 55520.9 .o 5 .o 25.145 V2 .ooo .o 55520.9 .o 6 12300.0 25.145 5 1.048 8203.9 .o 61185.3 7 .o 25.145 6 -1.048 + 8203.9 66849.6 .o 8 .o 25.145 V3 .ooo 12300.0 66849.6 .o 9 12300.0 25.145 6R 1.048 + 8799.7 .o 60773.9 10 .o 25.145 5R -1.048 8799.7 54698.2 .o 11 .o 25.145 V4 .ooo .o 54698.2 .o 12 .o .000 4R 1.048 + 8799.7 .o 48622.4 13 .o .000 3R -1.048 25803.2 30806.6 .o 14 .o .ooo V5 .ooo .o 30806.6 .o 15 .o .ooo 2R .606 + 36020.1 .o .o ,,, .,. __ .-., . ,-. - ••••••• ' . PURITAN .. -BENNETT . :94-9-4.32 . LIST .22 (;.20 . . -~-------~------*1*CHORD DESIGN** S.TEEL FY ._)--'!------~---~--- AXIAL STRESS I:, END PANEL·PP 5674 .. 7 L. END PANEL MP 5.674. 7 L VAR PANEL PP 5674.,7 L VAR .PANEL MP 5674.7 INT PANEL PP 116-89·. <5 INT PANEL MP 11689. 6 · R VAR PANEL MP 53.86,-. 9 R VAR PANEL pp '5386. 9 R END PANEL MP 5,386.9 R END PANE'L pp ,5-~,86. 9 . ,M?i.Y 21,_. 1990 ;,000'0. PSI AXIAL MOMENT. RATIO UNI LOAD· .·1892 .o .·2·440 .o .1892 .o .2()94 .o .·3897 .o .4411 .o .1988 .o · .1796 .O· •. 2252. · •. ·O .1796 .,0 ·sEC DESCRIPTION AXIAL LOAD .K KL/R TC 59 L. 4 X 4 .. X. 375 . 66850. 1 .• 00 3.5:.1 ,BC 39 .L2o,:-l/2X2-1/2X.250 ol:J-85. 1 •. 00 97. 7 SEC. DESCRIPTION AXIAL STRESS ·CBRM:i? ..• -· •'. .. . . . BENDING BENDING -STRES.S RATIO ~o .0000 . 0 • 0000 • 0 • 0000 • o • o·ooo .-Q • 0000 .o .0000 • 0 • 0000 .o .0000 .o .0000 .o .0000 I FLRS 1.071. lDEV 6 .OREQ 0 463.7REQ TL COMBINED ·RATIO· .1892 • 2·440 • 1'892 • 2:094 .3897 .4411 .1988 .1796 .2.252 .17·96 LENGTH 23-71/.4 23-1 314 J3C 39 L2.;.1/2X2-lf2X.25'0 281-47. ·.9382 ~6JK£ t6Xf F8~0 nijl : i~·~~:I ~ti~ L/24·0 LIV$ LOAD DEV= 4'814.5 PLF ----~-~-------~*TCX DESIGN** ---?--------,-!'--"'"!- SEC L 59 TC 63 BR BENDING MQME~T o. ! -• , --------------------**-END PANEL DESIGN** ., ' -' - DEV S-3.046 DEV I 8. 717 DEFLC IN. .008 LENGTH B~t~~~G o-1 01.0 6 .·oo o-6 o,o ~---~---------~-----AXIAL LOAD K ,LEFT 3.2452-.1 1.00 KL/R FLR WEB .56.·8 0 V T03~~8 i~~EL Ni~ N~~ 3-7 1~'2 EP VP B. DEPTH 6 0/.0 6 0/0 • .RIGHT ·308'()6. 6 ;t.. 00 52.-7 0 V ------------~-----~----------------'**ADDITIONAL TC AXIAL, LOAD DESIGN** ALLOWABLE STRESS INCREASED 3 3·% -----~-----.:.-~--~-----------·-------~- AXIAL SEC FORCE ,TC . 59 lQ.9000 .•. LEND PANEL PP ,L·END· PANEL MP L VAR 'PANEL.PP :L VAR PANEL MP : INT PANEL· PP INT PANEL MP , R VAR PANEL MP ·,· -~ ~~t ~~-it fu~ REND PANEL PP -TENSION -AXIAL . AXIAL RATIO .4777 STRESS 19.060. 1 AXIAL FORCE 141452~1 141452.~ 1 14.1452·/1 141452 .1. 175849. 7 · 17584'9. 7 13'9806. 6 1398,06. <5 -13.9806 ! 6 139806. 6' AXIAL STRESS 24734.~ 8 24734.8· 24734~8 24734~8 30749.7 3074-9,. 7 2444.7.o 24447 .,0 24447.1 24447.;L ' . -,' .... ' • . ' f . -COMPRESSION ·.;. AXIAL . BENDING RATIO STRESS • 6199 . • 0 .7998 .o .6199 .o • 68'64 • 0 .7707 .o .8724 • 0 .6784. .o .6127 .o • 7683 •. o • 6127 • 0, I . . . ,. ' ' . ' ''., .. ' ." ': ., ' , .... •: .. ··,,'. ·: ; ~-' · .. : ,., .. ' ., " .. ,.,, .. " . ' ' ... • t• -~ ... : ·>,-~ .;:, __ ~-:. ·,~:-_:. .. _, -::': ::, •_:_- .. , ' _.. : .. /.-:::_. --: . · ,_ .. ·:-->·.· . <'·-:-~://Y __ ·: ·-· ·· · · ... :.:·:::··~::' ~,,:_.(::~~(:/~,~'.;.s::.(~:/._;_;)-:-·: . I,-·•. .. . .. . . ..... -f' • BENDING RATid .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED 'RATIO • 6'19-9 • 79'98 .i5199 • 68:64 • 7707 .8724 .6784 .i5127 .7683 ~6127 ' --' ... ~·· . ~ '. : - < 4 •• • •••• " • ... -~ • .... ·, ·-' -· .. _.,, . -~ .. .. _, .-·: PURITAN~ BENNETT 94-9-432 LIST 22 G20 . • • May 21, 1990 **WEB DESIGN** STEEL FY =·-50000. PSI. MIN VERT SHEAR= 4666.4 LBS. --------------END REACTION= 18665.5 LBS. WEB NO DESCRIPTION 2 31 L 2 X 2 X.232 Vl 17 Ll-1/2Xl-1/2X.138 3 27 L 2 X 2 X.188 4 22 L 2 X 2 X.137 V2 17 Ll-1/2Xl-1/2X.138 5 22 L 2 X 2 X.137 6 22 L 2 X 2 X.137 V3 27·L 2 X 2 X.188 6R 22 L 2 X 2 X.137 5R 25 L 2 X 2 X.163 V4 17 Ll-1/2Xl-1/2X.138 4R 22 L 2 X 2 X.137 3R 27 L 2 X 2 X.188 V5 17 Ll-1/2Xl-1/2X.138 2R 31 L 2 X 2 X.232 -------------------------**BRIDGING REQUIREMENTS** ------------------------- Q 2 1 2 2 1 1 2 1 2 1 1 2 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 84.0 + 37224.+ 52451. 13.4X .188 11.6+ 3.6B 85.1 -1337.-7086. 2.0X .138 4.2+ .0 56.3 -25207.-33449. 9.lX .188 10.0+ .OB 55.7 + 8204.+ 31754. 7.8X .137 10.0+ .OB 85.1 -1337.-7086. 2.0X .138 4.2+ .0 87.6 -8204.-8641. 4.0X .137 5.7+ .0 55.7 + 8204.+ 31754. 7.8X .137 10.0+ .OB 63.9 -12300.-15801. 4.4X .188 4.9+ .0 55.7 + 8800.+ 31754. 7.8X .137 10.0+ ..• OB 88.0 -8800.-10612. 3.6X .163 5.7+ .0 85.1 -1337.-7086. 2.0X .138 4.2+ .0 55.7 + 8800.+ 31754. 7.8X .137 10.0+ .OB 56.3 -25803.-33449. 9.3X .188 10.0+ .OB 85.1 -1337.-7086. 2.ox .138 4.2+ .o 79.4 + 36020.+ 52451. 12.9X .188 11.3+ 3.6B TC RYY = 2.051, BC RYY = 1.440, WLEN/(TC RYY) = 135.636 WORKING LENGTH= 23.188 FT MAXIMUM SPACING FOR BC BRACES= 28.799 r"' !, -•. , ' ' ' -.. ' ,--· '. : .. . 'PURITAN -BENNETT Ma:¥ 21, 1990. '94-9-432 LIST 22 G21 . . 27YG·. 0, . · 23·1 . ·G-:-1/ 4'' .. 27$· 4N 14. 30K . .. ;;joisT-Giioi:R-oi:s.iGi-ii:QurREMENTs;;--.--... -sJt-sPEcs __ .,. ___ vui:ciiFT-ENG-oiPi;;--~----------------~---------~~----~---~-~-------------------------------------- DEPTH . BS LENGTH si~~i&G. L~~ftu'No: ~~¥lu~ND AcJg~fo~:~E~L t8I~~ · 27. 00 23-· 6.· lJ4 06.;.00 0/0 • 5. I·N · 5 .·o IN • 56 TL REQ .00 LL ~-~-------------~ ·*·*I;iOAD ORITERIA**· · ioiit-i'.tiio ... :---.,..-0. PLF, LIVE LOAD O •. PLF. TOTL LOAD DEFLECTION SPECIFTED AS L/240 ' ADDITIONAL T.C,. AXIAL LOAD = 8-2'-• 00 KI:P.S. 1 CONCENTRATED 12.300.KIPCS) TOT-At, AT PP 3 6 9 ~~--~-----------~--~--~---i*·*TCX/CANT LOAD CRITER;I:A** · --""!'-----~----!---------------· ·R TCX LOAPS: PNIFORM = o. PI.iF. --------------------:**BASIC DIMENSIONS** l~------~~-~---~-----LEFT· RIGHT . , WK LENGTH END PANEL END PANEL 23 .1875 '3-7 1/';. 3-10 3/4 DEPTH LEFT TC RIGHT 'TC END PANEL END PANEL 3-7 1/2. 3-10 3/4 DEPTH DEPTH . LEFT-VAR DIM 2-0 0/d ,RIGHT . VAR DIM INTERIOR PANELS 2_; ·O 0/0 3 AT 4-0 0/0 A-DIM B-DIM 5-7 1/2 5-10 3/4 LEFT·. CENTER· 27 0/0 27 0'/0 25 'l/4 2·5 1"/4 RIGHT· . 27 0/'d 25 1/4 FACTUAL) EFF) TCX LEFT o-0 0/0 TCX RIGHT Q.;. 1 0/0 '----~-------all!'-----~-'**TRUSS ANALYSIS** ' , ------------------' , EFF WEB )PP LOAD-LBS DEPTH MEM: 1 ... o. 25. 2·88 2· i2 . .o 25.288 Vl :3 12300.0 25 • .288 3 4 .b 25 ~ 2·88 4 5 ' --~ ~ 0 . 25, .• 288 . V2 6 12300.0 25. 2·88 5 7 .o 25. 288,, 6 8 •. 0 25.288 V3 9 12.300 • .0 25.288 6R 10 .o 25.288· -SR li ~o 25.28'8 V4 12 .o .ooo 4R , 13 .• ·O ~000 3R, 14 .o .•. 000 V5 ,: 15 .o .000 2R . . ,. ~ ~ . . . ' , •~'"', ,•;•.:",-,~~ :..,r;"'-.•':', •, '; ·~,-:''":,. -::·-.._~.:~t:. ,i~ .. ' r· ,,.· ,,:", --;: .,. \, • -~ -~, ! ~-. ,;· • WEB AXIALLD ·· SLOPE IN WEB .... 609 + 3'5870. 4 .000 ... ;'9-.o -1:8~! .,.. 2:57,33 .4 + 8775.9 ·. boo .o 1.054 8775. 9 -·l.054 + 8775. Q, .000 12.300. 0 1 .• '054 + · :8181.~·7 -1. 0'54. 8181.7 .000 .·o 1.054 .+ 8181 .• 7 -1.054 2,5.139. 2 .000 ~o ~~(55 .+ 370,6'3. 4 . . .. ~ . ~ .. .. ' . AXIAL LD TOP ·CHORD 30.631. 4 3:0631.4 ~o 54387.2 . 54387.2 .o ·6·6469. 6 664·69. 6 . ' • 0 5"5205. 3 · 5'5205. 3 .. o 3:2·267. 6 '32267.6 . .o . . --. ' AXIAL LD BOT ·cHORD .-o .o 48346.0 .o .o 60428.4 .o ' .o 608-37. 4 .o .o 49573.1 .,O .o .o ,:. ... : ,"'·~ ........ , -· ,· ·~~· --· ....... . · .. ,-. -. -·: ... • ·PURITAN -BENNETT 94-9-432 LIST 22 G21 **CHORD DESIGN** STEEL FY AXIAL STRESS LEND PANEL PP 6689.1 LEND PANEL MP 6689.1 L VAR PANEL PP 6689.1 L VAR PANEL MP 6689.1 INT PANEL PP 14515.1 INT PANEL MP 14515.1 R VAR PANEL MP 7046.4 R VAR PANEL PP 7046.4 REND PANEL MP 7046.4 REND PANEL PP 7046.4 . May 21, 1990 = 50000. PSI AXIAL MOMENT RATIO UNI LOAD .2230 .o .2951 .o .2230 .o .2521 .o .4838 .o .5587 .o .2656 .o .2349 .o .3226 .o .2349 .o • BENDING STRESS .o .o .o .o .o .o .o .o • o .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .2230 .2951 .2230 .2521 .4838 .5587 .2656 .2349 • 3226 .. .2349 SEC DESCRIPTION TC 54 L3-1/.2X3-1/.2X.344 BC 38 L2-ll2X2-ll2X.230 AXIAL LOAD K KL/R 66470. 1.00 38.9 60837. 1.00 97.5 I FLRS 955.3DEV 6 .OREQ 0 463.7REQ TL LENGTH 23-7 1/.4 23-1 3l4 BC SEC DESCRIPTION 38 L2-1/2X2-lf2X.230 L6360 LIVE OAD DEV= T TAL LOAD FOR DEFL = AXIAL STRESS CBRMP 30293. 1. 0098 2862.6 PLF, L/240 LIVE LOAD DEV= 2084.2 PLF. 4293.9 PLF **TCX DESIGN** -------------- SEC R 54 63 TC BR BENDING MOMENT 0 •. **END PANEL DESIGN** REQ S .000 DEV S 2.131 REQ I .000 DEV I 5.323 DEFLC IN. .008 BEARING LENGTH DEPTH o-1 0/.0 6.00 o-6 o,o AXIAL LOAD LEFT 30631.4 RIGHT 32267.6 K 1.00 1.00 KL/R FLR WEB 60.3 O V TO END BASEL NGM NGM 3-7 1/.2 EP VP B. DEPTH 6 0/.0 6 o,o 65.0 0 V 3-10 314 EP VP **ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% ------------------------------------TENSION -AXIAL AXIAL AXIAL SEC FORCE STRESS RATIO TC 54 82000. 17906.6 .4488 "' -COMPRESSION -AXIAL AXIAL AXIAL BENDING .BENDING COMBINED FORCE STRESS RATIO STRESS . RATIO RATIO LEND PANEL PP 112631.4 24595.6 .6164 .o .0000 .6164 LEND PANEL MP 112631.4 24595.6 .8158 .o .0000 .8158 L VAR PANEL PP 112631.4 24595.6 .6164 .o .0000 .6164 L VAR PANEL MP 112631.4 24595.6 .6970 .o .0000 .6970 INT PANEL PP 148469.6 32421.7 .8126 .o .0000 .8126 INT PANEL MP 148469.6 32421. 7 .9383 .o .0000 .9383 R VAR PANEL MP 114267.6 24952.9 .7072 .o .0000 .7072 R VAR PANEL PP 114267.6 24952.9 .6254 .o .0000 .6254 REND PANEL MP 114267.6 24952.9 .8589 .o .0000 .8589 REND PANEL PP 114267.6 24952.9 .6254 .o .0000 .6254 ., .•.. -·(>:._: .. :_:·.· PURITAN. -. BENNETT· . 94-9-432 LIST 22 ~21 . --------~----- May 21, ~990 *·*WEB D~SIGN** STE·EL FY .= 50000. PSI. MIN VERT SHEAR = 4666. 4 LBS. . . END REACTION = 18665. 5 LBS .• . ------"!---:------ WEB NO DESCRIPTION 2 31 L 2 X ·2 . X. 2 32 V'l 17 Ll-1/2Xl-1/2X.138 3 27 L 2 X 2 X.188 4 17 L'l.,.1/.2Xl-1/2X .13·8 · V2 17 Ll-1/2Xl-.l/2X.13'8 ~ f~ ti-f12~1-.f12~: l~~-.V3 2 7 L 2 X · 2 X. 1.88 .6R 17 Ll-1/2Xl-1/2X.138 ,5R 22 L 2 X 2 X.13'7 V4 17 Ll-1/.2Xl-1/2X .1'38 4R 17 .Ll'-l/2Xl-1T2X.138 3R 27 L. 2 X 2 X.188 i V5 17 Ll-l/2x1,-1/2X.13·a 2R 31 L 2 X 2 X.232 -----------,--------~------**BRIDGING 'REQUIREMEN'r,S·** ~~-----,------------,------ Q K 2 1.00 1 1 .• 00-2 1..0·0· ;2 1. 00 1 1 .•. 00 1 1 ... 00 2 1.00 1 1.00 2 1.00 1 1.00 1 1~00 2 1 .• oo· 2· 1 .• 00 11.00 2 1.00 ~Q . . . DEV . REQ FILLET AVBL KL/R 1\X LOAD AX LOAD WELD SIZE. WELD $LOT -79.5 + 35870.+ 52451. 12.9X .188 11.4+ 3.6B 85.6 --·1329~-7046~ 2.ox .138 4~2+ .o 56 .• 5 .., 25733.-33409. 9.2X .188 10.1+ .OB 75. 2 + 8776 .+ 23697. 5. ax .138 1·0· •. 1+ • OB 85.6 .., 1·329.-104.6. 2.ox .138. 4.~2+ · .o 88.2,.. 8776.-10580. 3.6X .163 5.7+ .O 75.2 + 8776.+ 23697. 5.8X .138 10.1+ .OB 54.2 -12300 • .., 15755. 4.4X .188 4.9+ .-0 7 5 • 2 + 8.18 2 • + 2 3 6 97 ~ 5 • 8 X • 13 8 10 ~ 1 + • 0 B 87.9 -'8182.-86.18. 4·.0X .137 5.7+ .O 85.6 -1329.-7046. 2.ox .138 4.2+ .o 75.2 + 8182.+ 23697. 5.8X .138 10.1+ .OB 56.5 -Z5139.-334-09. 9.0X .188 10~1+ .OB 85.6 -. 1329~-7045. 2.0X .138 4.2+ .O 84.1 + 37063.+ 52451. 13.3X .188 11.7+ 3~6B TC. RY.Y ::;:__ 1. 849, BC RYY ;:: 1 .• 435, -WLEJ:f / ,(.';rC RYY) = 150. 512 ~~¥~ ~~fgJ~c;~ Foi3.BE8itJiEs = 2·a. 106 ~-~-------,-------------~~ , ~( ' J . ' •"' . .. ~ ' . ~ .... .. . ·. '• ; . . " . ••, .. ~. ;" -~~: --· ~· '. .. ·' : PURITAN -BENNETT 94-9-432 LIST 22 G22 27YG 0 • • _.May 21, 1990 -23' 3" 27G 4N 20.00K --------------------------------------------------------------------------~---**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .61 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 70.00 KIPS. CONCENTRATED 20.000 KIP(S) TOTAL AT PP 3 6 9 --------------------**BASIC DIMENSIONS** --------------------LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 22.9167 3-7 1/2 3-7 1/2 2-0 0/0 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 3-7 1/2 3-7 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH DEPTH . LEFT CENTER RIGHT 27 0/0 25 o,o 27 0/0 25 o,o 27 0/0 25 o,o ~ACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LO AXIAL LO AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 .o 24.996 2 -.602 + 58144.2 49807.1 .o 2 .o 24.996 Vl .ooo .o 49807.1 .o 3 20000.0 24.996 3 1.042 41589.4 .o 78611.1 4 .o 24.996 4 -1.042 + 13863.1 88212.5 .o 5 .o 24.996 V2 .ooo .o 88212.5 .o 6 20000.0 24.996 5 1.042 13863.1 .o 97813.9 7 .o 24.996 6 -1.042 + 13863.1 107415.2 .. .o 8 .o 24.996 V3 .ooo 20000.0 107415.2 . o 9 20000.0 24.996 6R 1.042 + 13863.1 .o 97813.8 10 .o 24.996 SR -1.042 13863.1 88212.5 .o 11 .o 24.996 V4 .ooo .o 88212.5 .o 12 .o .000 4R 1.042 + 13863.1 .o 78611.1 13 .o .000 3R -1.042 41589.4 49807.0 .o 14 .o .000 V5 .ooo .o 49807.1 .o 15 .o .000 2R .602 + 58144.2 .o .o .•.... , ... ' . • .,- . PURITAN--. BENNETT . , 94;_9_. 4·32 . L;EST 22 G'22 . -----------~--·-**CHORD D:ESIGN** ~------~-~--~-~-STEEL FY. AXIAL STRESS 8709~4 8709.4 8709.4 8709. 4 L END PAN·EL PP :G END PANEL MP t VAR PANEL PP L VAR PANEL MP · : . INT PANEL -PP , INT PANEL MP R VAR PANEL MP R VAR PANEL PP R END PANEL MP- ,R .END P~EL PP 18783.0 1 ~l8~:2 SEC DESCRIPTION ·TC .59 L 4 ·x 4 ~C L),8 L 3 X 3 8709.4 87.09 •. 4, 8709.4 X.37S x .• 313 · May_ ~l,_ 1990 5·0,000. AXIAL RATIO .2903 • 364:0 PS:t MO!vl:ENT_ UNI LOAD .• 2903 .321'5 -~ 6261 .7088 .3215 .2903 .3640 .·2903 AX-IAL LOAD K _ 10741·5. 1. 00 978''.IA. 1 .• 0.0 ' ~ 0 .·0 .o •. -o. ~o .. o .o ' • ,0 .o .o KL/R 35.1 81.5 BENDING BENDING STRESS RATIO -• 0 . 0000 .o .0000 .o .0000 .o .0000 • 0 • 0000 .0 .0000 .o .0000 .o .0000 •. o • 0000 .o .0000 I FLRS COMBINED RATIO .2903 .3640 • 2903· ..3215 . 62-61 .7088 .3215 .2903 • 364·0 ~2903 LENGTH 23-3 0/.0 23-2 0"/0 1-382. 7DEV 6 .• OREQ 0 732.0REQ TL SEC· DESCRIPTION _ AXIAL STRES:s-CBRMP BC 48 L 3 X 3. X.313 -3.0172. 1.0057 _ L/360 LIVE LOAD DEV= 4292.1 PLF, L/240 LIVE LOAD DEV= TbTAL LOAD FOR DEFL = 3408.4 PLF. 6438.1 PLF ~~----~---~------~--;**END PANEL DESIGN*:* -~-------~---------- ' ·LEFT RIGHT AXIAL LOAD 498·07.1 49807.1 K 1.00 1.00 KL/R 52.7 52 ..• 7 FLR WEB O· V O V TO~~N~ ~,~E~ N~~ N~~ 3-7 1/2 EP VP B. DEPTH 6 0/0 6 0"/0 ----------~~-----~-------~--------~ .**ADDITIONAL TC AXIAL LOAD DESIGN** .ALLOWABLE STRESS INCREASED 33% ________ ..,. ______ """"!----------~--------- SEC ·TC 59 AXIAL FORCE 70,000. -TENSION -AXIAL STRESS 1224Q.4 ~~!~ .3068 , L END· P.AN,EL PP I L END PANEL MP LVAR PANEL PP L VAR PANEL MP INT PANEL PP I-NT PANEL MP ; R-VA,R PANEL MP -,R VAR PANEL PP ,REND PANEL MP -,R END ~ANE_L. PP --------------' ' ' **WEB DESIGN** ---·----------~ AXIAL FOR.CE 1198'07.1 119807.1 119.807. 1 1198'07.1 177415 .,2 177415 •. 2 119807.0 119'807. 0 119'807 •. 1 119807.1 ST~EL'FY WEB NO DESCRIPTION 2 4 6 L: 3 X 3 ·x. 2 81 Vl 17 Ll-1/2Xl-1/2X.138 3 -39 L2-1"/2X2..,.1/2.X. 250 4 29 L 2 X 2 X.213· V2 17 Ll-1/2Xl-1/2X.l38 5 29 L 2 X 2 X.213 6 2.9 L 2 X .2 x; 213 V3 20 L1-l/2Xl-1/2X.170 6R 29 L 2 X 2 X.213 AXIAL STRESS 2094Q,. 9 20949.9 20949· .• 9 2.09'49. 9 31023.4 3102.3. 4 2094.9.9 20949-. 9 20949·. 9 ,20949 .. 9 500.00. PSI. -COMPRESSION -AXIAL BENDING RATIO . STRESS • 5·251 • O • 6584-• 0 .5251 .o .5814 .o ~7775 .o .8802 .o .5814 .o .5251 .o ·• 6584 • 0 .,52.51 • 0 MIN VERT SHEAR= ·END REACTION = .. REQ . DEV Q2 K KL/R AX. LOAD AX . LOAD 1.00 52;3 + 58144.+ 96422. 1 1~00 84~6 -2148.-7127. -2 1.00 45.0 ~ 41589.-59626. 1 1~00 88.3 + 13863.+ 24199. 1·1.00· 84.6 -2148.~ 7127. 1 1 .. 00 88.3 -13863.-13961. 1 1.00 8a.3 + 13863.+ 24199. 2 1.00 5~.5 -20000.-2Z747. .' 11:.00 88.'3 + 13863.+ .24199. -. --. . ,. . ...~ ... -. ". : .,.,-~-. . ' -';' '• ~ -. . :.... . : ~ ~ ... _-:_..:. ~-! .. _ ••. : ~ .... ': . ' : -. ' ~. _" ' • t' ,, ! _ , '·• ' , • • • ·: :_ _. ' .. : r , v• • ~ ··-·---~~,_-::._--.-... ,·;._ ~·~_.·-.<~ ... ~;:/ ... -.:· .,.. -... '-! . .. -~ --__ ,.,. BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO 7500.0 LBS. 30000. O LBS .• • 5.251 • 6'584 .5251 .5814 .7775 .8802 .5814 .5251 .6584 .5251 REQ FILLET AVBL _ WELD SIZE WELD SLOT 17.9X .218 13~2+ 7.ZB 2.0X .138 4.2+ .O 14.9X .188 12.2+ 7.1B 5.0X .188 5.7+ .O 2.ox .138 4.2+ .o 5.0X .188 5.7+ .O 5.0X .188 5.7+ .O 7.9X .170 11.5+ .OB 5.0X .188 5.7+ .O ..... -. ,. ' PURITAN -BENNETT 94-9-432 LIST 22 G22 • • May 21, 1990 **WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 7500.0 LBS. WEB NO DESCRIPTION 5R 29 L 2 X 2 X.213 V4 17 Ll-1/2Xl-1/2X.138 4R 29 L 2 X 2 X.213 3R 39 L2-1/.2X2-1/.2X.250 V5 17 Ll-ll2Xl-ll2X.138 2R 46 L 3 X 3 X.281 **BRIDGING REQUIREMENTS** ------------------------- Ql K 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1.00 END REACTION= 30000.0 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 88.3 -13863.-13961. 5.0X .188 5.7+ .O 84.6 -2148.-7127. 2.0X .138 4.2+ .O 88.3 + 13863.+ 24199. 5.0X .188 5.7+ .0 45.0 -41589.-59626. 14.9X .188 12.2+ 7.lB 84.6 -2148.-7127. 2.0X .138 4.2+ .0 52.3 + 58144.+ 96422. 17.9X .218 13.2+ 7.2B TC RYY = 2.051, BC RYY = 1.647, WLEN/(TC RYY) = 134.052 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 32.944 NOTE: DOUBLE ANGLES REQUIRED FOR VERTICAL WEBS AND/OR W2D ••• . ~URITAN ~ 13E.NNETT M?l-Y 2i,, _1~90 · '94-9-432 LIST 22 G2·3 _ . 27YG .. 0 _ 231 6-1/2'11 · 27G 4N 14. 39K -------------------------------------------------------------------------------**JOIST GIRDER OESIGI-J REQU;tREMENTS*~ SJ~ SPECS VULCRAFT ENG DE!PT** -------------------------JorsT _____ i:iii-iiio-RciiiT~iiio ... ---------~icTuii:-oiFi:-i?oiiiT __ _ :OEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27. 00 23-6 1/2 0(5-.00 0/0 · .. • 5 Il'f 4. 0 ;tN • 67 TL REQ .00 LL . -' ------------------. . ·**LOAO· CRITERIA** -----------------. . TOTAL l;.iOAD = O. PL];i', LIVE LOAD== O. PLF. TOTL LOAD DEFLECTION SPE!CIFIED AS L/240 CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 ~----~------~-!"---~---~--~---t*'l;1CX/CANT LOAD CRITERIA** -r----~---.--~---~--~--------- R T.CX LO.Abs·: UNIFORM == O. PLF. ~------~------------~ **BASIC DIMENSIONS·** , __ .:,. _______ ~--------~~ LEFT . RIGHT LEFT RIGHT WK LENGTH 23.2083 END PANEL END PANEL 3-7 5/8 3-10 7/8 VAR DIM VAR DIM INTERIOR PANELS 2-O 0/0 2-O 0/0 3 AT 4-O 0/0 ·LEFT TC RIGHT TC END PANEL. END PANEL A~DIM B-DIM 3-7 5/8 3-10 7/B 5-7 5/a 5-10 7/8 DEPTH DEPTH DEPTH LEFT. CENTER· RIGHT ' 27 0/.0 27 0/0 27 ·o/._O (ACTUAL) 25 11/2 25 1/2 25 11/2 (EFF) ------------------'**TRUSS ANA-LYS~S** ' . . ·------------------' . ;pp LOAD-LBS, 1 .-0 2 .o 3 12300.0 4 "'• 0 5 .-0 6 12300(\0 7 --0 8 ,. 0 9 12300.0 '10 .o ,11 •. 0, ,12 ,. 0 :13 .o :14 .o 15 .o '• ... " -.. ·-~ : • ~· ••• ~ • ~ • • ....... + '.' ! .:. '.' ,~! -.~ ';.'.>·~--~ ~-: EFF DEPTH 25.448 25.448 25.448 25.,448 25.448 25.448 ' ... --· 2,5-. 44.8 25.448 25.448 25.448. 25~.448 .ooo .000 .000 .000 . ·~ ' , . . ·) , :...,. ...... : . WEB WEB MEM SLOPE. 2 -.611 Vl .000 3 1 •. 060. 4 -1.060 'V2 .ooo. 5 1-~ 06·0 6 -1 •. 06.0 V3 .Odo 6R 1. 060 . 5R .-1.060 V-4 .ooo 4R 1.060 3R -1.060 V5 .·000 2R .567 AXIAL LO IN WEB + 35784.5 -.• :o -25656.9 + 874:9. 6, .o ... 874·9 .6 + 8749.6 12300 •. 0 + 81·57. 7 8157.7 -.o + 8'157.7 ... 25065.0 .o + 369(55.8 1";._ ••• TCX LEFT o-o 0/0 TCX RIGHT o-1· 0/0 AXIAL LO AXIAL LO TOP CHORD BOT CHORD 30530.9 .·o· 30530.9 .o .o 48134.4 :54137.5 .o 54137.5 .o .o 60140.7 •,6.6-14 3 • 9 .. o 66143.9 .o .o 60546.8 54.949. 7 .o .54949. 7 .o .o 49352.7 32155.4 .o 32155.4 .o .o .o . ·--:-. : ., ~: .. . . ~. •, '.·: .· .... -· .. -:..:-.:·· . >, PURITAN -BENNETT 94-9-432 LIST 22 G23 • May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 10619.5 .3540 .O LEND PANEL MP 10619.5 .5227 .O L VAR PANEL PP 10619.5 .3540 .O L VAR PANEL MP 10619.5 .4272 .O INT PANEL PP 23006.6 .7669 .o INT PANEL MP 23006.6 .9438 .O R VAR PANEL MP 11184.5 .4500 .O R VAR PANEL PP 11184.5 .3728 .O REND PANEL MP 11184.5 .5781 .O REND PANEL PP 11184.5 .3728 .O SEC DESCRIPTION AXIAL LOAD K KL/R TC 43 L 3 X 3 X.250 66144. 1.00 44.1 BC 38 L2-1/2X2-1/2X.230 60547. 1.00 97.5 SEC DESCRIPTION AXIAL STRESS CBRMP • BENDING STRESS .o .o .o .o .o .o .o .o .o .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 I FLRS 809.7DEV 6 .OREQ 0 464.7REQ TL COMBINED RATIO .3540 .5227 .3540 .4272 .7669 .9438 .4500 .3728 .57.8.1 .3728 LENGTH 23-7 1/2 23-4 o,o BC 38 L2-1/2X2-1/2X.230 30145. 1.0048 L/360 LIVE LOAD DEV= 2419.8 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 2083.3 PLF. 3629.7 PLF **TCX DESIGN** SEC R 43 TC 42 BR BENDING MOMENT o. **END PANEL DESIGN** AXIAL LOAD K LEFT 30530.9 1.00 RIGHT 32155.4 1.00 --------------**WEB DESIGN** STEEL FY -------------- WEB NO DESCRIPTION 2 31 L 2 X 2 X.232 Vl 17 Ll-1/2Xl-1/2X.138 3 27 L 2 X 2 X.188 4 17 Ll-1/2Xl-1/2X.138 V2 17 Ll-ll2Xl-ll2X.138 5 25 L 2 X 2 X.163 6 17 Ll-1/2Xl-1/2X.138 V3 27 L 2 X 2 X.188 6R 17 Ll-l/2Xl-l/2X.138 5R 22 L 2 X 2 X.137 V4 17 Ll-1/2Xl-1/2X.138 4R 17 Ll-1/2Xl-1/2X.138 3R 27 L 2 X 2 X.188 V5 17 Ll-1/2Xl-1/2X.138 2R 31 L 2 X 2 X.232 REQ S .000 KL/R 70.3 75.8 DEV S 1.108 FLR WEB 0 V 0 V = 50000. PSI. REQ I .000 DEV I 2.488 TO END BASEL 3-7 5/8 3-10 718 DEFLC IN. .008 NGM NGM EP VP EP VP BEARING LENGTH DEPTH o-1 0/0 6.00 o-6 o,o B. DEPTH 6 0/0 6 o,o MIN VERT SHEAR= 4666.3 LBS. END REACTION= 18665.3 LBS. REQ DEV REQ FILLET AVBL ~ K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 1.00 79.8 + 35785.+ 52451. 12.9X .188 11.4+ 3.6B 1 1.00 86.1 -1323.-7002. 2.0X .138 4.2+ .o 2 1.00 56.7 -25657.-33364. 9.2X .188 J,0.1+ .OB 1 1.00 118.4 + 8750~+ 11849. 4.3X .138 4.9+ .o 1 1.00 86.1 -1323.-7002. 2.ox .138 4.2+ .o 1 1.00 88.5 -8750.-10544. 3.6X .163 5.6+ .o 1 1.00 118.4 + 8750.+ 11849. 4.3X .138 4.9+ .o 1 1.00 64.6 -12300.-15703. 4.4X .188 4.9+ .o 1 1.00 118.4 + 8158.+ 11849. 4.0X .138 4.9+ .o 1 1.00 88.2 -8158.-8592. 4.0X .137 5.6+ .o 1 1.00 86.1 -1323.-7002. 2.0X .138 4.2+ .o 1 1.00 118.4 + 8158.+ 11849. 4.0X .138 4.9+ .o 2 1.00 56.7 -25065.-33364. 9.0X .188 10.1+ .OB 1 1.00 86.1 -1323.-7002. 2.0X .138 4.2+· .o 2 1.00 84.4 + 36966.+ 52451. 13.3X .188 11.7+ 3.6B ';:/ PURITAN.~ BENNETT -:94-9'-'4-32 LIST. 22 ·.· .• , ',,,_.' ·G'.23 .. I. I• -~------~----~----------~ *'*B:RIDGING REQUIREMENTS*'*. -~~~--~---~--~~---~~--~--TC RYY == 1 • 6 3 3 , .BC .RYY = 1. 4 3 5 , W;LE1'1 / ( r.rc-RYi). = 1 :to • 51 7 WORKING LENGTH= 23.208 FT ~XIMUM SPACING FOR J3C BRACES= 28.706 ~---~-~-~---------------- . .. ·: ~ ........ ' ' ... ~---( ... . . .:~-, -. . ,. .. . , .. . --.,, J..I'- ' ' ' - -:~;~~ ·. --~ ., ,, ' ... _.· _.:.:_...,.·::"-:_ _.::::.:;:: .. ~:<~r~~:;t}/.;>:./i.:: ... ·::.~: .. • ··~ ··,,·., ,---:. -·-:!,~ :-··.;t"~··:r,:-:.·;::~.-.! -: ... ·::-., :· _ · .............. *. -~·-:'. .';,_·: .,, ,, . -, 1.' . :,1 ' •. • PURITAN -BENNETT May 21, 1990 94-9-432 LIST 22 G24 27YG O 23' 6-1/411 27G 4N 12.30K ------------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-6 1/4 06-00 0/0 5.0 IN .5 IN .66 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= **BASIC DIMENSIONS** O. PLF. LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 23.1875 3-10 3/4 3-7 1/2 LEFT VAR DIM 2-0 0/0 VAR DIM INTERIOR PANELS 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 3-10 3/4 3-7 1/2 . 5-10 3/4 5-7 1/2 DEPTH DEPTH DEPTH LEFT CENTER RIGHT TCX LEFT TCX RIGHT 27 0/0 25 1"/2 27 0/0 25 l"/2 27 0/0 25 1"/2 fACTUAL) EFF) o-1 0/0 o-0 0/0 ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 .o 25.448 2 -.569 + 36887.6 32065.5 .o 2 .o 25.448 Vl .ooo .o 32065.5 .o 3 12300.0 25.448 3 1.060 25064.7 .o 49262.6 4 .o 25.448 4 ,-1. 060 + 8157.4 54859.5 .o 5 .o 25.448 V2 .ooo .o 54859.5 .o 6 12300.0 25.448 5 1.060 8157.4 .o 60456.4 7 .o 25.448 6 -1.060 + 8157.4 66053.2 .o 8 .o 25.448 V3 .ooo 12300.0 66053.2 .o 9 12300.0 25.448 6R 1.060 + 8749.9 .o 60049.9 10 .o 25.448 SR -1.060 8749.9 54046.5 .o 11 .o 25.448 V4 .000 .o 54046.5 .o 12 .o .ooo 4R 1.060 + 8749.9 .o 48043.1 13 .o .000 3R -1. 060 25657.1 30439.5 .o 14 .o .ooo V5 .ooo .o 30439.6 .o 15 .o .000 2R .613 + 35706.7 .o .o PURITAN -BENNETT 94~9~ 432 LIST,-22· G24 · ---~---.----------**CHORD -DESIGN**· ---. -----· -----:·,. L 1 END PANEL PP LEND PANEL MP L VAR PANEI. PP L VAR PANEL' MP · INT PANEL PP INT PANEL MP R VAR-PANEL MP R VAR PANEL PP R: END PANEL MP .R' END PANEL PP } S,TEEL· FY AXIAL STRESS 1,1153.2 11153.2 11153.2 11153.2 2:2.975.-0 22975.0 10587 .·1 10587.7 10587.7 10{587. 7 SEC DESCRIPTION TC 43 L 3 x· 3 X,250 ~C 38 L2-l/.2X2-1/2X.230 . ' 1 ••• " '·. ~ay 21,, .·1990. = ,50000. · AXIAL, RATIO .3718 .57,54 • 3718, .4487 . • 7658 ,~9425 .4260 .3529 .5203 .3529 PSI · MOMENT., UNI LOAD .• 0 . .o •. o .o ·-0 .o .o .0 , .,0 .o AXIAL LOAD· K KL/R 66053,. 1. 00 44 .1 60456. 1~00 97.5 • •• BENDING STRESS . ~ 0 .o .o .o • o· .o ~o .o .o .0 BENDING RATIO .0000 .0000 • 0.000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATI0- .3718 ~5754 • 3718· .4487 • 76§8 .9425 .4260 .3529 .5203 .3529, LENGTH 23-7 1/4 a3-i 314 SEC DESCRIPTION AXIAL· STRESS -CBRMP I 809.7DEV _ .• OREQ 463.7REQ FLRS 6 0 TL ec· 38 L2.:..1;2x2-.112x .• 23,0 30104. 1. 003-5 L/360 LIVE LOAD DEV = 242·6 ~ 3 -PLF, L/24'0· LIVE LOAD DEV = 'TOTAL LOAD FOR DEFL = 2 084 •. 2 PLF. · - 3639.5 PLF t;icx.;.oisrGN,;; ' ' 'r9---~---.------ I SEC L43 TC , 42 BR BENDING MOMENT· -O·. REQ s .000 0EV .S 1.108 REQ_:t . .oo.o DEV I 2.488 DEFLC IN. ~008 _ BEARING LENGTH DEPTH 0-1 Of.O 6.00 o-6 o,o-. , ___________________ _ KL/R FLR W.EB TO END BASEL NGM NGM B. DEPTH 6 0/:0 6 Ol,O 75.5 0 V 7'0~ 1 0 V 3,-:,tQ· 3/4 E-P VP 3-7 112 EP VP --------------**WEB DESIGN** STE.EL .FY . . . -------------- :wEB NO DESCRIPTION 2 31 L 2 X 2 X.232 ' Vl 17 Li-1/2Xl-1/2X.138 3· 27 L. 2 X 2 X.188 - 4 17 L1-.1/2Xl-ll2X.138 V2 .17 Ll-.1/2Xl-1}2X.·138 5 22 L 2 X 2 X.13'7 6 17 L1~1/2Xl•l/2XJ138 V,3, 27 L .2 X 2. X.188 6R. 17 LJ,-.1/2Xl.-,l/2X~ 138 , ~~ r~ ti-t12~1-i12~:1g~: - 4R 17Ll-li'2Xl-,li'2X.138 3R 27 L 2 X 2 X.188 , V5 17 Ll..,.1/.2Xl-lf,2X.138 ' ZR 31 L 2 X 2 . }:{ .. 2 3 2 500'00. PSI. MIN VERT SHEAR = 'END REACTION= . REQ _ DEV _ Q K KL/R AX,µO,AD AX LOAD 2 1. 00 84. 2 + .,J-6888 .+ 52451. ll!i'\,:1. oo 8·6.1 -·1321. -1-002. 2·1.00 56.7 -Z5065a.;. 33~64. 1 .1. 00 -118 .,4 + 8157. + 11'84-9. 11.tto a&.1 -1321.-· 1-0-02. l 1 • 0 0 . , 8 8 • 2 -S:15·7 • -8 5 92 • l 1.00 1'18.4 + _ 8157~+ 118'49. l 1.00 64.6 -12300.~ 15703. · 1 1.00 11·8.4-+ -8750.+ 11849. ·1 1. oo 8·8·. ·5 -8750. -10544 •. 1 1.00 B6.1 ·-·1321~~ 10oz. 1 1.0-0 118.4 + 8750.+ 11849. 2 1 • O O 5 6 • 7 -2'5 6'5 7 • -3 3 3 6 4 • 1 1.00 -86.1 ~ 1321.-7002. 2 1 • 0 0 7'9 • '6 + . 3 5 7·0 7 • + 5 2 4 51 ~ ' .. , \ ' .. _' 4666.4 LBS. 18665.5 LBS. REQ FILLET A:VBL WELD SIZE WELD SLOT 13.2X .188 11~1+ 3.6B 2 • ox .13"8 4, .• 2+ • 0 9 .-OX .18'8 10 •. 1+ .• OB 4. ox • 138 4. 9+ • 0 2.ox .138 4.2+ .o 4.0X .137 5.6+ .O 4.0X .138 4~9+ .0 4.4X .188 4.9+ .O 4.3X .138 4.9+ .O 3 . 6X • 16'3 5 • 6+ • 0 2.0X a138 4.Z+ .O 4.3X .138 4.9+ .O 9.2X .188 10.1+ .OB 2.ox .138 4.2+ .o 12. ax .1aa 11. 4+ 3. 6:B , L ·-~-: : ~ . . .~ --.,, .. --, . . ,_ .. ,.. '",' -. -~·. ;~ -. ' PURITAN -BENNETT 94-9-432 LIST 22 G24 • **BRIDGING REQUIREMENTS** ------------------------- • May 21, 1990 TC RYY = 1.633, BC RYY = 1.435, WLEN/(TC RYY) = 170.364 WORKING LENGTH= 23.188 FT MAXIMUM SPACING FOR BC BRACES= 28.706 · -PURITAN -BENNETT. · '.··' · 94;_9.,.. 43-2 . LIST 2:2 G2;5 '27YG O ', • ·,.'· '-~ : ' ' ' . ' ~ . ' 2.3 1 • . May 21, .. 19.90 ;f" 27G 4'N 2·0. OOK ----~--~-~-~-------~-~----~~---------~-~---~-~----~--~-~---------------------~ **JOIS';r GI~PER DESIGN REQUIREMENTS** SJ:j; SPECS VULCRAFT ENG DEPT** """--------~-.----.---.----:ibrST-----r:i;:i-iNo-iGiiT-ENo ... -----.---icTuii:-oii:Fi:-i?o1NT __ _ DEPTH BS . LENGTH SPACING STRUT . STRUT INCHES LOADS ;:n.oo 23-··3 0/0 06-·oo 0/0 · 1.0.IN .o IN .69 TL REQ .00 LL ' . -----------------**LOAD CRITERIA** j • ' ' • T9TAL-LOAD-;:------o.. PLF, '.LJVE LOAD = o. PLF. T'OTL: LPAB DE];i'LECTION. SPECIFIED AS L/ ~4 O GONCENTRATED 20 .• 000 KIP(S) 'l;O'J:1AL AT Pi? 3. 6 · 9 ;;Bisic-oiiiNs.:toNs;; :---------~------~~---~ RIGHT LEFT. WK LENGTH ENQ PANEL 2Z.9167 3-7 1/2 RIGHT END PANEL 3-7 .1/'l, .LEFT VAR DIM ~,...-o· ofo VAR DIM IN.TERIOR PANELS 2-0 0/fJ 3 AT 4-0 Of.0 · LEFT· TC RIGHT TC END PANEL END· PANEL. A-DIM B-DIM . 3-7 1 / 2 . '3-7 1 /2 5-7 1 /2 5-7 1/ 2 DEPTH DEPTH DEPTH I LEFT CENTER RIGHT 27 0/0 27. 0/0· 27 0/0 {ACTUAL) · 25 1/8 25 118 2!5 1/8-{EFF) ---~~~----~-----~-. . **TRUSS AN~LY.SIS*'* pp :1 2 3 ,4 ,5 I ,6, 7 8 9 · ·10 11 :·12 :13 14 .15 LOAD-LBS . . a EFF WEB .DEPTH MEM 25 .14.4 2 . 25.144· Vl 25 •. 144 3 25 .144 .4 25 .-144 V2 .o .20000.0 .·o .o 20.000 •. 0 •. o .•. o 2000.0. 0 · · ~~: i,44 ·~ .o • O· ' .0 ~o .o • 0 . . ' ' 25 •. 144 V3 . 25-.14.4 6R 25.144 5R 25.144 V4 .•. 000 4·R .000 3R .000 V5 .000 2R ----------------'**CHORD DESIGN** STEEL FY -~--------------AXIAL· STRESS :LEND PANEL PP ·11828~4 ·L .END PANEL MP 11828·.4 ,L VAR PANEL PP.-1182.S.4 L VAR PANEL MP 118'28.4 . INT PANEL PP 255'09 .4. INT PANEt . .MP' 25509.4 ·, R VAR .PANEL .MP 11828. 4. R VAR . PANEL PP . .. 11·8.2.8 • 4 R END PANEL MP.·. :-11~2·8. 4 .· .· R "END 'PANEL pp: :. 11828. 4 WEB· SLOPE -.606 .ooo 1~ 04:8 -1.,048. .ooo 1. 04,8 -1.048 .• o:oo 1. 0:48. -1.048 .ooo : 1·. 048 -1.048 .ooo .,606 50000 .• AXIAL. RATIO .3943 .5268 • 3'9;43 .451-2 .8503 ~ 9946· .4512 • 3·,943'. ..• 5~·6'8' · • 3.943 AXIAL LD. IN''WEB + 578,9·3:. 6 .,. • 0 41472.3 + 13824.1 ~ . . '.o 13824 .1. + J.3824~1 20000.0 + 13·82.4 .1. 13824.1 ' . • 0 · + . 138.24 .1. · 41472.3 ---. • Q, + 57893 •. 6 ]?SI 'MOMENT UN-I LOAD .o .o .d .• O· 0 :o .o • 0 .• 0 '. 0 .. -' AXIAL LD- TOP CHORD 4951.4. 3 4-9514. 3 .o 87694 .1 8.7694 .1 . • 0 106783.9 106783.9 ' • 0 ·\i 87694.0 87694.0 .• 0 49514.3 49514.3 .o BENDING STRESS . ~ 0 .o .o .o .o .o .o .o .o .o AXIAL LD1 BOT CHORD ~0 • o·· 78149.1 .o .-o 97239.0 .o .o 97239.0 .Q • o. 7814·9 .1. .• o. BENDING •. o •. o RATIO .0000 • 0000, .0000 .0000 • 0000 .0000 .0000 .0000 • 0000 · .0000 COMBINED . RATIO .3943 .5268 .3943 .4512 .8503 .9946 .4512 .3943 ·• 5268 --.3943 .._. ..... . ,,' . . ..... " •:• _'., 4• :I :.,-. • .... ~ :· :• ·= '.: ;~.=' • :..~,: .-"'" ·~./ PURITAN -BENNETT 94-9-432 LIST 22 G25 • May 21, 1990 TC BC SEC DESCRIPTION 52 L3-1/2X3-l/2X.313 48 L 3 X 3 X.313 AXIAL LOAD K . 106784. 1.00 97239. 1.00 KL/R 39.1 81.5 I FLRS 1224.3DEV 6 .0REQ 0 732.0REQ TL LENGTH 23-3 0/0 23-2 0/0 SEC DESCRIPTION AXIAL STRESS CBRMP BC 29995. .9998 48 L 3 X 3 X.313 L/360 LIVE LOAD DEV= TbTAL LOAD FOR DEFL = 3800.3 PLF, L/240 LIVE LOAD DEV= 3408.4 PLF. 5700.5 PLF **END PANEL DESIGN** AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 49514.3 1.00 60.2 0 V 3-7 1/2 EP VP 6 0/0 RIGHT 49514.3 1.00 60.2 0 V 3-7 1/2 EP VP 6 0/0 --------------**WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 7500.0 LBS. --------------END REACTION= 30000.0 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 39 L2-1/2X2-1/2X.250 2 1.00 63.1 + 57894.+ 71250. Vl 17 Ll-1Z2Xl-1Z2X.138 1 1.00 85.1 -2136.-7086. 3 39 L2-1/2X2-1/2X.250 2 1.00 45.2 -41472.-59578. 4 27 L 2 X 2 X.188 1 1.00 88.3 + 13824.+ 21500. V2 17 Ll-1/2Xl-1/2X.138 1 1.00 85.1 -2136.-7086. 5 29 L 2 X 2 X.213 1 1.00 88.5 -13824.-13914. 6 27 L 2 X 2 X.188 1 1.00 88.3 + 13824.+ 21500. V3 20 Ll-1/2Xl-1/2X.170 2 1.00 54.8 -20000.-22697. 6R 27 L 2 X 2 X.188 1 1.00 88.3 + 13824.+ 21500. 5R 29 L 2 X 2 X.213 1 1.00 88.5 -13824.-13914. V4 17 Ll-1/2Xl-1/2X.138 1 1.00 85.1 -2136.-7086. 4R 27 L 2 X 2 X.188 1 1.00 88.3 + 13824.+ 21500. 3R 39 L2-1/2X2-1/2X.250 2 1.00 45.2 -41472.-59578. V5 17 Ll-1Z2Xl-1Z2X.138 1 1.00 85.1 -2136.-7086. 2R 39 L2-1/2X2-1/2X.250 2 1.00 63.1 + 57894.+ 71250. -------------------------**BRIDGING REQUIREMENTS** -------------------------TC RYY = 1.842, BC RYY = 1.647, WLEN/(TC RYY) = 149.286 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 32.944 20.8X .188 2.ox .138 14.9X .188 5.0X .188 2.0X .138 5.0X .188 5.0X .188 7.9X .170 5.0X .188 5.0X .188 2.ox .138 5.0X .188 14.9X .188 2.ox .138 20.8X .188 NOTE:-DOUBLE ANGLES REQUIRED FOR VERTICAL WEBS AND/OR W2D 13.7+ 7.1B 4.2+ .o 12.2+ 7.lB 5.7+ .o 4.2+ .o 5.7+ .o 5.7+ .0· 11.5+ .OB 5.7+ .o 5.7+ .o 4.2+ .o 5.7+ .o 12.2+ 7.lB 4.2+ .o 13.7+ 7.lB •••• . ·1-. . • . PURITAN -:-BENNET.T M~y 2·1.,.-:.1990_ 94.,;_9_ 4.32 . LIST 22 ~~~ . 17YG O 23' 6-1/21t 27G 4N 12.30K ---------------------~-----------~------------------~------------------------~ **JOI'ST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** -~-.. ------~--.;_ __________ i6rsT.,.----r:i;T-iio-RGHT-iio _________ icTuii:-oiii:-l?oriT-~- oE-PrrH BS LENGTH SPACING . ST.RUT . STRUT INCHES LOADS 27.00 23-E5 1/2 · 06-00 0/0 9.0 IN .5.IN .67 TL REQ· .00 LL -~---------------*'*LQAP CRITE~IA** -----------------' . ' TOTAL LOAD~ O. PI,.F, LIVE LOAD= 0~ PLF. TOT~ LOAD DEFi,ECTION SPEC:J:FIED AS I,./240 CONCENTRATE'D 12 • 3 00 ;r<:tP ( S) 'i'OTAL AT PP 3 6 9 ~~---------------~------~- ~.:.!:! __ ~~~~~:--~~!!~RM= O. PLF. ~*BASI.C DIMENSIONS** --------------------LEFT RIGHT ,W~ LENGTH END PANEL END PANEL 2~.Z083 3-1~ 7/8 3~ 7 5/8 LEFT . RIGHT VAR DIM VAR DIM INTERIOR PANELS 2-0. 0/0 2--' 0 0/0 . 3 AT 4-0 0/0· . LEFT· TC RIGHT TC END PANEL END PANEL A-DIM . B-DIM 3-10 7 /8 3_; 7 '5/8 . 5..;10 7 /8 5.-'7 5/8 DEPTH DEPTH DEPTH 'LEFT CENTER RIGHT ·27 0/.0 27 0/.0 2·7 O{O ~~~-=l~--~~-=l~.:.-~5 11/2 (ACTUAL)· (EFF) TCX LEFT o-1 0/0 TCX RIGHT o-0 0/0 **TRUSS ANALYSIS*-* -----~--~-----~--- ' EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH ME:(vl SLOPE :IN WEB TOP CHORD BOT CHORD 1 .o 25.448 2 -.567 + 3696·5. 8 32155.4 .o ;2 : • 0 25.448 Vl • ooo· •. o 32155.4 .o : 3' 12300·.·o 25.448 3 1.060 . .2'5064.·9 .o 49352.7 ,4 ~ • 0-25.448 4 -1.060 +. 8157 .7S'' 54949.8 .o 5.' .o 25.448 V2 .ooo . ~ o· 54949.8 •. o : 6 12300. 0 :;H5. 448 5 -1. 060 8157.7 .o 60546 •. 8 ' 7 .o 25-. 448 6 -1.060-+ · 8157.7· ·66143.9 .o ' 8 .o 25-.448 V3 .000 12-30.0. 0 66143.9 .o 9 12300.0 25.448 6R 1.060 + '8749. 6 .o 60140.7 :.10 ._o 2'5.448 5R -1.060 874-9·.·6 54137. 5 .o 1 11 .o . 2p·~ 448 V4 .o.oo .o 54137.5 • 0 ·12 .0 .000 4R 1.060 + 8749.6 .o 48134.3 13 .o .000 3R -·1. 060 --~5656 .• 9 30530.9 .• 0 :J14 .0 .000 V5 .000 • 0, 3,0530. 9 • O· '15. .o •. 000 2R .611 + 35784~5 .o .o .: ... ~ .•·,; :.-. . . . . ,.. ',: '., ·.' ·, . _:;:·,·· '":'" . / . -.:. :.~ _-: ; .~-~ .... , . . _ .... · . _. ,~·-"";;,·:·. .... -• •• ·-· •• l, •• ,'· ,.·.. . .. .. ,.: ... :-~. • -•.. : ~ ·--: ·:_ -. --. -. =· ..... : .. : !.::·.: ~-.lt.-·•· -. •• -· ..... ...... . ... ', ---· .,,,:: ~\.;·, . ' ~-. .;-·. ~·. --.... . . PURITAN -BENNETT 94-9-432 LIST 22 G26 ----~----------- •• • May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 11184.5 11184.5 11184.5 11184.5 23006.6 23006.6 10619.4 10619.4 10619.5 10619.5 AXIAL RATIO .3728 .5781 .3728 .4500 .7669 .9438 .4272 .3540 .5227 .3540 MOMENT UNI LOAD .o .o .o .o .o .o .o .o .o .o BENDING BENDING STRESS RATIO .o .0000 .o .0000 .o .0000 • 0 . 0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 COMBINED RATIO .3728 .5781 .3728 .4500 .7669 .9438 .4272 .3540 .5227 .3540 SEC DESCRIPTION AXIAL LOAD K KL/R TC 43 L 3 X 3 X.250 66144. 1.00 44.1 I FLRS 809.7DEV 6 .OREQ 0 464.7REQ TL LENGTH 23-7 1/.2 23-2 010 BC 38 L2-1/2X2-1/2X.230 60547. 1.00 97.5 SEC DESCRIPTION AXIAL STRESS CBRMP BC 38 L2-1/2X2-1/2X.230 30145. 1.0048 L/360 LIVE tOAD DEV= 2419.8 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 2083.3 PLF. 3629.7 PLF **TCX DESIGN** SEC L 43 TC 42 BR BENDING MOMENT o. **END PANEL DESIGN** AXIAL LOAD K LEFT 32155.4 1.00 RIGHT 30530.9 1.00 -------------- REQ S .ooo KL/R 75.8 70.3 DEV S 1.108 FLR WEB 0 V 0 V REQ I .000 DEV I 2.488 TO END BASEL 3-10 7/.8 3-7 518 DEFLC IN. .008 NGM NGM EP VP EP VP BEARING LENGTH DEPTH o-1 0/.0 6.00 o-6 o,o B. DEPTH 6 0/.0 6 o,o **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 4666.3 LBS. --------------END REACTION= 18665.3 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION ~ K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 31 L 2 X 2 X.232 1.00 84.4 + 36966.+ 52451. 13.3X .188 11.7+ 3.6B Vl 17 Ll-1/2Xl-l/2X.138 1 1.00 86.1 -1323.-7002. 2.0X .138 4.2+ .o 3 27 L 2 X 2 X.188 2 1.00 56.7 -25065.-33364. 9.ox .188 10.1+ .OB 4 17 Ll-1/.2Xl-1/.2X.138 1 1.00 118.4 + 8158:+ 11849. 4.0X .138 4.9+ .o V2 17 Ll-ll2Xl-ll2X.138 1 1.00 86.1 -1323.-7002. 2.ox .138 4.2+ .o 5 22 L 2 X 2 X.137 1 1.00 88.2 -8158.-8592. 4.0X .137 5.6+ .o 6 17 Ll-1/2Xl-1/2X.138 1 1.00 118.4 + 8158.+ 11849. 4.0X .138 4.9+ .o V3 27 L 2 X 2 X.188 1 1.00 64.6 -12300.-15703. 4.4X .188 4.9+ .o 6R 17 Ll-1/2Xl-1/2X.138 1 1.00 118.4 + 8750.+ 11849. 4.3X .138 4.9+ .o 5R 25 L 2 X 2 X.163 1 1.00 88.5 -8750.-10544. 3.6X .163 5.6+ .o V4 17 Ll-1/.2Xl-1/.2X.138 1 1.00 86.1 -1323.-7002. 2.0X .138 4.2+ .o 4R 17 Ll-ll2Xl-ll2X.138 1 1.00 118.4 + 8750.+ 11849. 4.3X .138 4.9+ .o 3R 27 L 2 X 2 X.188 2 1.00 56.7 -25657.-33364. 9.2X .188 10.1+ .OB V5 17 Ll-1/2Xl-1/2X.138 1 1.00 86.1 -1323.-7002. 2.ox .138 4.2+ .o 2R 31 L 2 X 2 X.232 2 1.00 79.8 + 35785.+ 52451. 12.9X .188 11.4+ 3.6B PURITAN~ BENNETT -:94-9-432 , ,LIST· -22· ~26 - .•. ,, , , . ' , , ~-----~--~----------~----*· *BRIDGINQ ;REQUIREMENT$**· ~--~---~-------------~--~ • _ .May_ 21, .1990 TC RYY = 1. 6 3 3 , BC RYY = 1. 4.3 5, WLEN / (TC, RYY) = 170 • 517 WORKING LENGTH =_ ·2-3. 208 FT MAXIMUM S'P.A'.CING FOR BC BRACES = 28 .-706 4---~----~---------~------ ~ :' •,, ..... . . . ~ , .. . -.. -. . . ... ~ .. J-'. .,.., . , , ·:· __ "-_:. .. ~ -·:: ..... . . . -. -: ... • ••• :-~. • ,,... "f. ·~ ' .. -~: ... :: :: . :-.-~· ::·· ~:·. ··-:: _:_..· ,_-:: t ~--·: ', _· . ..... ,·' ... ~ ' ..... . . .. . . :" '_ .• :5;, ••-•ow -•• • • • '• :::,:• • • •" :""":. ·--·-::~ •• • PURITAN -BENNETT May 21, 1990 94-9-432 LIST 22 G27 27YG O 23' 9-3/4" 27G 4N 12.30K ---------------------------------------------------------------------------· --**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-9 3/4 06-00 0/0 6.0 IN 4.0 IN .66 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM = R TCX LOADS: UNIFORM= **BASIC DIMENSIONS** O. PLF. O. PLF. LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 23.4792 3-10 7/8 3-10 7/8 LEFT VAR DIM 2-0 0/0 VAR DIM INTERIOR PANELS 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 3-10 7/8 3-10 7/8 5-10 7/8 5-10 7/8 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 27 0/.0 25 1/2 27 0/.0 27 0/.0 (ACTUAL) 25 1/2 25 1/2 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 25.441 2 -.567 2 .o 25.441 Vl .ooo 3 12300.0 25.441 3 1.060 4 .o 25.441 4 -1.060 .5 .o 25.441 V2 .ooo 6 12300.0 25.441 5 1.060 7 .o 25.441 6 -1.060 8 .o 25.441 V3 .ooo 9 12300.0 25.441 6R 1.060 10 .o 25.441 5R -1.060 11 .o 25.441 V4 .ooo 12 .o .000 4R 1.060 13 .o .000 3R -1.060 14 .o .000 V5 .ooo 15 .o .000 2R .567 AXIAL LD IN WEB + 37410.4 .o 25364.3 + 8454.8 .o 8454.8 + 8454.8 12300.0 + 8454.8 8454.8 .o + 8454.8 25364.3 .o + 37410.4 TCX LEFT o-1 0/0 TCX RIGHT o-1 0/0 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 32544.3 .o 32544.3 .o .o 49949.6 55751.4 .o 55751.4 .o .o 61553.2 67355.0 .o 67355.0 .o .o 61553.2 55751.4 .o 55751.4 .o .o 49949.6 32544.3 .o 32544.3 .o .o .o PURITAN ·-:BENNE.TT' .. 94-9-43.2 LIST· · 22 G27 . . ---------------- . ·,;·' ·- '· --. . . ~ ' J' ,., ,, -··-·. _, ·--:'';,' ,;,. ,1 ,, - May .21,, . .1990 STEEL FY.= 50000. PSI ' .;.----------,~--,--- AXIAL AXIAL MOMENT STRESS· RATIO 'UNI LOAD· L END :PANEL PP 11.319. 8 _-3773 • 0 L END PANEL MP 11319-. 8 • 58.51 .•. Q L VAR PANEL. PP 11319. 8 •. 3773 • 0 ~ VAR PANEL MP . 11319·. 8 .·4554 • 0 , INT PANEL PP 23427 .8 .7.80-9 • 0 INT P,ANEL MP 23427.8 .9611 .O R VAR PANEL MP .113.19. 8 • 4554 • 0 R VAR PANEL. PP 1131Q .•. 8 • 3773 • .O R END PANEL. MP 11319.8 •. 5851 .O 1~ END P~:a:L PP 113.19. 8 .• 3773 • 0 SEC DESCRIPTION . _ AXIAL LOAD K KL/ R . TC 4 3 L . 3 . X 3 X. 2 5 0 '6 7 3 55 • 1. Q O 4 4 .1 1BC 39 .L2-1/2X2-1/2X. 250 6155'3. 1. OQ 9}. 7 ••• BENDING . STRESS . .o .• 0 .o .o .0 .o .o ~o .o .o BENDING . RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 I FLRS 845.7bEV 6 .OREQ O 478. 6REQ TL co~~~~o .3773 .5851 .3773 :,~gi .9611 .4554 .3773 .5851 .3773 LENGTH 23-,11 '3./.4 23-1 3l4 sEc Df~~lI~~!~f ix. 250 . AXIA~8 ~I~~ss ~~:~f , BC 3 ~ L/36'0/LIVE toAD DEV = ·2440;9 PLF·, L/2'40 LIVE LOAD DEV = TbTA,L LOAD FOR DEFL = 2072.2 PJ;.,F. 3661.3 PLF ---------------**TCX DESIGN**· ~------------- · SEC .. t 43 TC 42 BR iR 43 TC : 42 BR BENDING ·. MOMENT ' o. REQ S DEV s· .-000. · · 1.108 REQ I ,. • ooo DEV: I 2·. 488 0EFLC IN. ~008 LENGTH o-1 0;/0 o-6 ozo o-1 ozo o-6 o,o BEARING DEPTH 6.00 o. .0.00 1~108 .QOO 2 .• 488 .008 6 •. 00 .:k*END PANEL. DESIGN** ,·--~-~--~---~-~------' AXIAL LOAD K KL/~ FLR WEB TO END BASEL. NGM NGM .LEFT 32544.3 1.00 75.8 ·O V 3-10 7/'8 . EP VP B. DEPTH · 6 ·oto RIGHT 32·544 .3 1. 00 75· •. 8 0 V 3-10 7/8 EP VP 6 o,o ~----------~--. /**WEB' DESIGN** \STEEL -FY == 50000. PSI. . .MIN VERT SHEAR = , ------•--------. , --·END-REACTION = ,wEB, NO DESCRIPTION ¢ , 2 3·1 L 2 · X . . 2. . X. 2 32: Vl 17 Ll-'_1/.2X1'-1/2.X.13:8 --. .. ,3. 27 Tu-2 --X .2 X.188 4 17 Ll-1/2Xl-1/2X.l38 V2 _ 17 Ll-lj'2X1-1}2X,. 138 5 2·2, L 2 X 2 X.137 :6 17 L1-1/2Xl-1/2X.13'8 v~ 21 L 2 x 2. x.i8a 6R 17 L1-.1/2X;L-1/2X.13·8 5R 22 L 2 X 2 X~137 V4 17 L1-1/2Xl-1/2X~l~~ 4R 17 L1-ll2Xl-ll2X.138 3R 27 .L 2 X 2 X.188 V5 17 L1-1/2Xl-1/2-X.138 -2R 31 L. 2 X 2 ·x.232 Q K . 2 1. o.o: _ REQ ·oEV KL/R .AX LOAD AX LOAD 84w4 + 37410.+ 52451. a6:1 ~ 1347.-'7004. 56.7,.., 25364.-3'3366. 118. 4 + '8·4.55 .+ 11849. · 86.1 -1347.-7004. -· 1 1.00 2 1.00 1 l.QO 1 1.00 1 .1 •. 00 1 1 .. 00 1 1.00 ·1 1. 00 8·8 • 2 . ... 8 4 5 5 • -8 5 9 3 • :118.4 + 8465.+ 11849. . 64.·6 -i230d.-15706. 118.4 + 8455.+ 11849. · ,l 1. 00 · 1 1.00 1·1..00 2 1.00 ,, 1 1.·00 ~-., 1.00 B8.2 -8455.~ &593. 86'~1·-1347.-7004. 118.4 + 8455.+ 11849. 56.7 -25364.-33366. '86.1 --· 1347_..,_ 7004. 84.4 + 374~0~+ 52451. \, ' ,.. ' . ~. ' . ' . ' -~~ ' .. -: -~-' .. ' ·:.,·· •:, , ., ~ .. 4612.5 LBS. 18450.0 .LBS. REQ FILLE'I1 AVBL WELD SIZE. WELD SLOT 13.4X .188 11.6+ 3.6B 2 • ox • 13'8 -4 • 2+ • 0 9.lX .188 10.0+ .OB 4.lX .138 4~9+ .O 2.ox .138 4.2+ .o 4.2X .137 5.6+ .O 4.lX .138 4.9+ .O 4. 4X • 18'8 4. ·9+ • 0 4.lX .138 4.9+ .O 4.2X .137 · ·5.6+ .O 2.0X .138 · 4.2+ .O 4.lX .138 4)9+ .O 9.lX .188 ·10.0+ .OB 2.0X .138 4.2+ .O 13.4X .18ij 11.6+ 3.6S PURITAN -BENNETT 94-9-432 LIST 22 -G27 •• **BRIDGING REQUIREMENTS**-------------------------- • May 21, 1990 TC RYY = 1.633, BC RYY = 1.440, WLEN/{TC RYY) = 172.507 WORKING LENGTH= 23.479 FT MAXIMUM SPACING FOR BC BRACES= 28.799 · .. , •... ·. ' . ~ ' ,' ~, --. . ' : • = • • PURITAN -·BENNETT'· . May· 21 1_990 . 94-9-432· LIST .. 2'2 . · . ' $2'8 . . 27YG _ 0 . ·23' -9-1/2 11 27G 4N 12. 30K -:-..,. _____________ ,~·------~---~-...---------...---.;.~---------.... ~---------------------------- *~JOIST GIRDER.·bESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** -.~---------------~----'!'-----...;, __ ~---·------.... --·----...-~~-~~---~----------------~-~---.---JOIST SPACING 06-00 0/0 LEFT END RGHT.END ACTUAL DEF.L POIMT ,DEPTH BS LENGTH .~7. 00 23~ 9 1/2· STRUT STRUT. 5.5 IN -4.5 IN INCHES LOADS .66 TL REQ .00 LL ...!-----------~-----~~~~~~-~~::~~:~~~ TOTAL LOAD = 0. PLF, · LIVE LOAD = O. PLF. TOTL LOAD PEFLECTION SPECIFIEP AS L/240· C,ONCENTRA,TEb 12 •. 3 0 0 KIP (S) TOTAL AT PP 3 6 $ ~-----~-----.!'-~--~-----------~ **TCX/CANTLQAD CRITERIA**-~--~-·--.... -----~-,------~-~-- L TCX LOADS: UNIFORM= R TCX LOADS: UNIFORM = o. PLF. O·. PLF. ~-~----------------~ **BASIC DJ;MENSIONS·** ~---~~~--------~--~-LE·F·T RIGHT WK LENGTH END PANEL END· PANEL 23.4583 3-10 3/4 3-10 3/4 LEFT TC RIGHT TC_ LEFT VAR DIM Z-· 0 ·Of.O RIGHT VAR DIM INTERIOR PANELS _2-0 0/0 3 AT 4-O 0/0 END PANEL END PANEL · A-DIM ·B-DIM 3-·10 3/4 ~-.10 3/4 5-10 3'/4 5-10 3/4 DEPTH' DEl?TH. DEPTH ' LEFT -CENTER 27 0/0 27 01.0 25 1."/2 25 1,2 RIGHT 27 0/0. 25 1'/2 -~ACT-UAL) -·:EFf) · TCX LEFT o-1 0/0 TCX-RIGHT o.-1 0/0 . -------------------:**TRUSS ANALYSIS** / -------------~---,--EFF WEB. 'pp LOAD-LBS DEPTH MEM 1 .• 0 2.5.441 2 2 . o 25 .• 44,1 . Vl 3 123·00. 0 :.Ii< 25.441 3 4 •. :0: 25·.441 ·4 5 • o 2-5. 441 V2 . 6 12·300, •. 0 ,.,25,.,-441, ·5 7· .o 25.441 6, 8 .o 25~441 V3 ; ·9 12;3.00. 0 '2:5,. 441 6R ,·10 .o ','25 •. 441 · 5R , 11 -• 0 25.4·41 V4 : 12 .o .000 ·4R 1 13. .o .000 3R 14 • O· .,000· V5 15 .o .Odo 2R· ' ' ~ t·' 'I, ••• , •• ,. • •••• :, • • • • .' 1 ',~' 1/ '·';· ... ·: ·-·-, ':. ' .. ·, .. . .... :WEB .SLOPE. '' -. 569 + • 000; 1.060 -1.060 + • 000· -J..,060 - -1 •. 060 + .. ooo 1.060 + -,-1. :06.0 --'. ooo -1.060 + -1 •. 060 .ooo • 5.69 + AXIAL LD IN-WEB. 37331 .• 5 .·o- 25364 ~ 3 8454.'8 ., .•. -0 8454 .• 8 8'45.4,.8 1230.0 .,0 8454.8. 8454.8 ' ~ 0 8454.8 25'364 .3 .o 37;3,31. 5 AXIAL LD TOP-CHORD 32453.7 32-453:. 7 "". 0 5.5660. 7 55660.7 , • 0 67.264.3 67264 .3 .o '5-S6'60. 7 55660.7 .•. o 3-2453. 6 32453.7 .o "·,: ~~t:·,.:_:,_::-: ;.>_·:_-~.:"~'~:. ·,, :~·i ~~~ ~.\_ { ~ .. ,,~ : __ .,: :;:;-~~.~~-~~~ ~·/::;: .: : .-~: . .-~ .... AXIAL LD BOT CHORD .o .-0 49859.0 .o .o 61462.5. .o .o 61462.5 .o .• 0 49858 •. 9 '·, .o .-o .o . . . ., .. ' . ' . "' ' ' ' . ' , ' ·~ . . . . . .. ·.···: ._, .... I :_. · __ ;t __ ::· __ '._· :'='_ • .:.·_ ::_ --_ ·;:--· ' •• '.--. --. :::·:· ... -: .. ·_ -· ..... -c:,,:;_-..: .... : ;_. · "' :; .:-:-: :.: ··;,.,__~: :~i ':·~:-:.,_-.-:~·,:'~ ..... :,;:, ·:: .. , .·.: ·-;· -.:::.:·:.:~ ·: · s:/ '. · ; : · .. :/ ·. . :. . . .... ., -. . . . .. -~ ., : . , ~ r'··' . -,-· ' ,. •. • ' ;: .. ' . . . ~ ....... " ..... . , ... , .. ". . .. ',,., .. J·, . , , .... • • PURITAN -BENNETT 94-9-432 LIST 22 G28 .May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 11288.2 11288.2 11288.2 11288.2 23396.3 23396.3 11288.2 11288.2 11288.2 11288.2 SEC DESCRIPTION TC BC 43 L 3 X 3 X.250 39 L2-1/2X2-1/2X.250 AXIAL RATIO .3763 .5824 .3763 .4541 .7799 .9598 .4541 .3763 .5824 .3763 MOMENT UNI LOAD .o .o .o .o .o .o .o .o .o .o AXIAL LOAD K KL/R 67264. 1.00 44.1 61463. 1.00 97.7 BENDING BENDING STRESS RATIO .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 I FLRS COMBINED RATIO .3763 .5824 .3763 .4541 .7799 .9598 .4541 .3763 • 582-4 .3763 LENGTH 23-11 1/.2 23-1 1"/2 SEC DESCRIPTION AXIAL STRESS CBRMP 845.7DEV 6 .OREQ 0 477.6REQ TL BC 39 L2-1/2X2-1/2X. 250 28322. • 9441 Lf360 LIVE LOAD DEV= 2447.4 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 2073.1 PLF. 3671.1 PLF **TCX DESIGN** BENDING SEC MOMENT L 43 TC o. 42 BR R 43 TC o. 42 BR --------------------**END PANEL DESIGN** --------------------AXIAL LOAD K LEFT 32453.7 1.00 RIGHT 32453.7 1.00 --------------**WEB DESIGN** STEEL FY -------------- WEB NO DESCRIPTION 2 31 L 2 X 2 X.232 Vl 17 Ll-1/2Xl-1/2X.138 3 27 L 2 X 2 X.188 4 17 Ll-l/.2Xl-1/.2X.138 V2 17 Ll-1"/2Xl-1"/2X.138 5 22 L 2 X 2 X.137 6 17 Ll-1/2Xl-1/2X.138 V3 27 L 2 X 2 X.188 6R 17 Ll-1/2Xl-1/2X.138 5R 22 L 2 X 2 X.137 V4 17 Ll-1/.2Xl-1/.2X.138 4R 17 Ll-1"/2Xl-1"/2X.138 3R 27 L 2 X 2 X.188 V5 17 Ll-l/2Xl-1/2X.138 2R 31 L 2 X 2 X.232 DEFLC BEARING REQ S DEV S REQ I DEV I IN. LENGTH DEPTH .000 L.108 .000 2.488 .008 o-1 0/.0 6.00 o-6 ozo .ooo 1.108 .000 2.488 .008 o-1 ozo 6.00 o-6 0"/0 KL/R ·FLR WEB TO END BASEL NGM NGM B. DEPTH 75.5 0 V 3-10 3/.4 EP VP 6 0/.0 75.5 O V 3-10 3"/4 EP VP 6 0"/0 = 50000. PSI. MIN VERT SHEAR= 4612.5 LBS. END REACTION= 18450.0 LBS. REQ DEV REQ FILLET AVBL ~ K KL/R AX,LOAD AX LOAD WELD SIZE WELD SLOT 1.00 84.2 + 37332.+ 52451. 13.4X .188 11. 6+ 3. 6B 1 1.00 86.1 -1345.-7004. 2.0X .138 4.2+ .o 2 1.00 56.7 -25364.-33366. 9.lX .188 10.0+ .OB 1 1.00 118.4 + 8455.+ 11849. 4.lX .138 4.9+ .o 1 1.00 86.1 -1345.-7004. 2.0X .138 4.2+ .o 1 1.00 88.2 -8455.-8593. 4.2X .137 5.6+ .o 1 1.00 118.4 + 8455.+ 11849. 4.lX .138 4.9+ .o 1 1.00 64.6 -12300.-15706. 4.4X .188 4.9+ .o 1 1.00 118.4 + 8455.+ 11849. 4.lX .138 4.9+ .o 1 1.00 88.2 -8455.-8593. 4.2X .137 5.6+ .o 1 1.00 86.1 -1345.-7004. 2.ox .138 4.2+ .o 1 1.00 118.4 + 8455.+ 11849. 4.lX .138 4.9+ .o 2 1.00 56.7 -25364.-33366. 9.lX .188 10.0+ .OB 1 1.00 86.1 -1345.-7004. 2.0X .138 4.2+ .o 2 1.00 84.2 + 37332.+ 52451. 13.4X .188 11. 6+ 3. 6B PURITAN --BENNE.T'r 94-:9-43-2 LIS.T 2.2 -G28 . . ~-----~-----------~--~-----**BRIDGJ;NG REQUIREMENTS** ---~---~--~~---~--------- May. 2:L,. 199.0. TC RYY _;=: .1.,633, BC RYY =· 1 .• 44.Q, WLEN/'(TC. RYY) -i.72.354 :R~!~ ~if@IMG=Foi3Bg5!Ri6E$ = 28.799 ~~-~~-~~--~~--~------~~-~ I : -j .• : ••. -~. ·-.. · ': . ~."" ... ,_, 1--· ._·' ' • ·: --~ •• • • ' ,t ; • 0 • : • A~\' 0 •• "" ,.. ~-·. ~ :·. -;,. { ,: : .... ~ .. \' :.: •• 0 . -~-. ~' ·~--: ~.:-~ _·: . • -i' ~-~-· :-. "' l < . " . •• • PURITAN -BENNETT · May 21, 1990 94-9-432 LIST 23 G29 27YG O 23' 9-1/2" 27G 4N 12.30K ------------------------------------------------------------------------------**JOIST GIRDER DESIGN-REQUIREMENTS** SJI SPECS VULCRAFT ·ENG DEPT** DEPTH BS LENGTH 27.00 23-9 1/2 **LOAD CRITERIA** JOIST SPACING 06-00 0/0 LEFT END RGHT END STRUT STRUT 5.0 IN 5.0 IN TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= R TCX LOADS: UNIFORM= **BASIC DIMENSIONS** O. PLF. O. PLF. LEFT RIGHT RIGHT ACTUAL DEFL POINT INCHES LOADS .66 TL REQ .00 LL WK LENGTH END PANEL END PANEL 23.4583 3-10 3/4 3-10 3/4 LEFT VAR DIM 2-0 0/0 VAR DIM INTERIOR PANELS 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 3-10 3/4 3-10 3/4 5-10 3/4 5-10 3/4 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 27 0/0 25 1/2 27 0/0 27 0/0 (ACTUAL) 25 1/2 25 1/2 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 25.441 2 -.569 2 .o 25.441 Vl .ooo 3 12300.0 25.441 3 1.060 4 .o 25.441 4 -1.060 5 .o 25.441 V2 .ooo 6 12300.0 25.441 5 1.060 7 .o 25.441 6 -1.060 8 .o 25.441 V3 .ooo 9 12300.0 25.441 6R 1.060 10 .o 25.441 5R -1.060 11 .o 25.441 V4 .ooo 12 .o .000 4R 1.060 13 .o .ooo 3R -1.060 14 .o .000 V5 .ooo 15 .o .000 2R .569 AXIAL LD IN WEB + 37331.5 .o 25364.3 + 8454.8 .o 8454.8 + 8454.8 12300.0 + 8454.8 8454.8 .o + 8454.8 25364.3 .o + 37331.5 TCX LEFT o-1 0/0 TCX RIGHT o-1 0/0 AXIAL LO AXIAL LO TOP CHORD BOT CHORD 32453.7 .o 32453.7 .o .o 49859.0 55660.7 .o 55660.7 .o .o 61462.5 67264.3 .o 67264.3 .o .o 61462.5 55660.7 .o 55660.7 .o .o 49858.9 32453.6 .o 32453.7 .o .o .o ••••• PURITAN -BENNETT. 94-9~ 432 LIST· 23· '·· G29· ----~----------- May. ~'.A-, ·.1990. **CHORD DESIGN** ------~----~---~ ST~EL FY= AXIAL 500.0b. AXIAL RATIO • 3763. .5824 .3763 • 4,54.1 .7799 .·9598 .4541 .3763 PSI MOMENT BENDING BENDING COMBINED LEND PANEL PP LEND PANEL-MP L VAR PANEL PP L VAR PANEL MP I~i ~~it fu~- R VAR PANEL MP R VAR PANEL PP REND PANEL MP R-END PANEL PP STRESS 11288.2 11288.2 11288.2 112·88-. 2 23396 :·3 23396.3 11288 •. 2 11288.2 '11288 .• 2 112·88. 2· SEC DESCRIPTION T.C BC 43 'L 3 X 3. X.250 39 L2-1/2X2-1/2X.250 • 58.24 • 376'3 YNI LOAD .o ~o ·• 0 .o .o .o .o .o .o .o AXIAL LOAD K ~L/R 67264. 1.00 44.1 61463. 1.00 97.7 STRESS .o .o • 0 .o .o .o .o .o .o .o RATIO' .0000 .0000 .0000 .0000 .0000 .0000 .0000 • 0000 .00"00 .0000 I FLRS RATIO .3763 .5-824 .3'763 .4541 .7799 • 9-598 .4541 .3763 .5824 .3763 LENGTH 23;,_11 1/.2 2·3-1 1,2 SEC DESCRIPTION AXIAL STRESS CBRMP 845. 7DEV . 6 .OREQ 0 477.6REQ TL BC 39 L2-1/2X2,-1/2X.250 -28322.. .9441 L/3(?.0 LIVE LOAD DEV = 2-447.4 PLF, L/240 LIVE LOAD DEV = TbTAL LOAD FOR DEFL = 2073.1 PLF. 3671.1 PLF --------~--"'!'~--~ **TCX DESIGN** ----~-----~---~ BENDING DEFLC BEARING .SEC MOMENT .REQ S DEV $ REQ :t DEV I IN. LENGTH DEPTH o-1 0/.0 6.00 o-. 6 ozo L ·43 TC o. 42 BR R 43 TC o. 42 BR -------~-----~------**ENO. PANEL DE;SIGN** ------~------------- .ooo _l.108 •.. 000 .ooo· 1~108 .000 2.488 2.488 .008 .008 o-1 ozo 6.00 o-6. o,o AXIAL LOAD K LEFT 32453.7 1.00 .RIGHT 32-453. 7 ;L. 00 KL/R FLR WEB TO END BASEL NGM NGM 7'5.5 0 V 3-10 3/.4 EP VP B. DEPTH 6 Of.0 6 0/0 1,.5 0 V 3-10 3]4 EP VP --~-----~-----**WEB DESIGN** STEEL FY= -------------- WEB NO DESCRIPTION·~; 2 31 L '2 X 2 ·0 X.232 Vl 17 Ll-1/2Xl-1/2X~138 3 27 L 2 X 2 X.188 4 17 Ll-1/.2Xl-l,/.2X.13B_ V2 17 L:1.-li'2Xl-112X.138 5 22 L 2 X 2 X.137 6 · 17 Ll-1/2Xl--1/2Xrl38 V3 27 L 2 X 2 X.188 6-R 17 Ll-1/2Xl:..-1/2X.1:38 5R 22 L 2 X 2 X.137 V4 17 Ll-1/2Xl-1/2X.138 4R 17 L1-1/2Xl-.1/2X.138 3R 27 L 2 X 2 X.188 V5 17 L1-1/2Xl-1/2X.138 2R 31 L 2 X _2 .X.232 50000. Q K 2 1~00 1 1.'00 . 2 1.00 1 1.00 1 1.00 1 1..00 l 1.00 1-.1.00 1 1.00 1 1.00 1 1. 00-1 1.00 2 1.00 1 1.00 2 1.00 PSI. MIN VERT SHEAR= 4612.5 LBS. -END REACTION= 18450.0 LBS. -REQ .. DEV REQ FILLET AVBL K~/R AX LOAD AX LOAD· WELD SIZE WELD SLOT 84.2 + 37332.+ 52451. 13;4X .188 11.6+ 3.6B 86~.1 -1345.-1004. 2.ox .138 4.2+ · .o 56.7 -2p364.-33366. 9 •. lX .188 10.0+ .OB 118.4 + 8455.+ 11849. 4.lX .138 4.9+ .O 86.1 -1345.-1004. 2.ox .138 4.2+ .o 88.2 -8455.-8593. 4.2X .137 5.6+ .O 118.4 + ·8455.+ 11849. 4.lX .138 4.9+ .O 64.6 -12300.-15706. 4.4X .188 4.9t .O 118~4 + .. 8~55~+ 11849. 4.lX .138 4.9+ .O 88.2 -8455.-8593. 4.2X .137 5.6+ .O S6.1 -1345.-1004. 2.ox .138 4.2+ .o ·118~4 + ·8455.+ 11849. 4.·lX .138 4.9+ .O -56 •. 7 --253,64.-33366. 9.lX .188 10.0+ .OB ~~:½ + 3~~11:~ 5~2gi: 1~:2~ :l~~ 1i:~t 3:~B ,.,. _,·,, ... ·,_ ,.__ ·· .. :. :·: ·~·.. ....... '' ~--. , ·:.: .• : .. --, _. ,,"'•~ •,. " ... ~_.--;•-,;_;'.·:-::"". • .• -.. ·-:~, ...... , •... ··: .. -~-·~)"l'·· .·· . ....... : I . ' : '" ~. - " ;. \' ·-_ ~--:/: __ ~ ·_:--/ ': :_: .. .-,~,-~:~. ·-, .... ,.' ,-. '• PURITAN -BENNETT 94-9-432· LIST 23 G29 • -------------------------**BRIDGING REQUIREMENTS** • May 21, 1990 TC RYY = 1.633, BC RYY = 1.440, WLEN/(TC RYY) = 172.354 WORKING LENGTH= 23.458 FT MAXIMUM SPACING FOR BC BRACES= 28.799 I I . ,), ,,' •-. . . PURITAN. -BENNETT . . . Mciy 21 t .. 1.9 9 0 . 94-9--43:2 LIST. 23 G30 27YG O 23 1 · ·9-..JJ2" 27G 4N-12.30K -------------?'9------~----~--------~--------------------------------··-------------**JOIST GI:RDER DESIGN REQUIREMENWS.** .SJI SPECS VULCM.FT ENG DEPT** ____ .;. _____ ~-... --------~-:ioisT-~ ... -~LRFT-END ... iGHT-END _________ ACTtiAL ... DEFL-POiNT~-- DEPTH BS LENGTH SPACING STRUT' STRUT INCHES. . LOADS 27. 00 · 2,3-9 1/2 06-00 0/0 ~. 0 IN . ·5 .• 0 .IN .56 TL REQ • 00 LL ------~---~---~--*'*LOAD· CRI'r~RIA** ---' ' -------------------. --- ·TOTAL LOAD = 0. PLF, LIVE LOAD· == 0 • PLF. TOTL LOAD ,DEFLECTION SP:{l::CIFIED AS L/240 , ADDITIONAL T.C AXIAL LOAD = ~3.00 KIPS. CONCENTRA'f'E0 12.300' KIP(S) TQTAL AT PP 3 6 9 -----..---------------------**TCX/CANT LOAD CRI'rERIA** ------~---~------~--------- L TCX, LOADS: UNIFORM,::;: R TCX LO~DS: UNIFORM == -----------,--~-----~ **BASIQDIMENSIONS** -:-----------·-~·~---~--- o. PLF. O. PL;F'. . LE,FT RIGHT LEFT. .RIGHT WK LENGTH END PANEL END PAN·EL 23. 4583 .. . 3;,..10 3 /4 . 3_;,..10 ··314 VAR DIM 2-0 0/fJ VAR DIM INTERIOR PANELS 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END.PANEL . 3-10 3/4 3-10 3/4 DE!'TH. DEPTH DEPTH LEFT 21-·o/o 25 1"/4 CENTER RIGHT. 27 0/0 27 0/0 (ACTUAL) 25 1/ 4 25 J"/ 4 (EFF) .. ------------------,**TRUSS .liliALYSIS** --~------------~--EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 t .o 25.281 2 ;_ .•. 565 2 .o 25.2'81. Vl .-000 3 12:roo. o 25,.28:1 3 1.053 4 . o , ·2s.2a1 4 ·-1.05·3 5 • 0· 25.281 V2 .ooo 6 12:300. 0 25.281 5 ·1. 053 7 • O·, 25. 2$.1 '6 -1.0'5,3 8 .·O 25.28'1 V3 .o:oo 9 123·00 ~ 0 . 2·5. 281 6R 1.'053 10 .o 25.281 .5R: -J..053 ·11 .o 25.281 V4 .000 12 .• 0 • o.oo. 4R 1.053 13 .o .ooo 3R -1.053 .14 .o .000 ··vs .ooo 15 ~o .:000 2~' .565 . ... . ', -.-. ,, '":. .. . -· ,. (" ·~ -~ .. ·. : ...... ; ,·.·. ••',-,---. -~---·, ... A-DIM . B-DIM 5-10 3/4 5-10 3/4 TCX LEFT. TCX RIGHT o-1 0/0 o-1 0/0 AXIAL LD AXIAL LD AXIAL LD 'IN:· WEB' TOP CHORD BOT CHORD + ,37509~5 ,~ 32658.3 .o • .-o .,, 32658.3 .o 25439~7 .o 50173.3 + 8479· •. g.,. · · 56011.7 .• 0 . .o 56011.7 •. o a479 .9·· .o 61850.0 + 8479.9 6768.8. 4 .o ..:. 12300.0 67688. 4 .0 + ,8479. 9 .o 61850.0 , 8479 .• 9 56011.6 .o • 0. 56011.6 .o + _,8479. 9 .o 50173-• .3 ,2:5439. 7 32,658.2 .o . ~o 32658.3 .• O: + 375·09. 5 .. .o .. p " -' ~:.:., : . " ' :·-. ~ ' ·. -~ .·' . ., . -. . " -' • • •• • • • _: • ' ~ ; ~-!,:"' ., , . . ' . ·-::. . ..... ·-. • • PURITAN -BENNETT 94-9-432 LIST 23 G30 May 21, 1990 **CHORD DESIGN** STEEL .FY= 50000. PSI AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 7131.7 .2377 .o .o .0000 .2377 LEND PANEL MP 7131.7 .3265 .o .o .0000 .3265 L VAR PANEL PP 7131.7 .2377 .o .o .0000 .2377 L VAR PANEL MP 7131.7 .2688 .o .o .0000 .2688 INT PANEL PP 14781.-3 .4927 .o .o .0000 .4927 INT PANEL MP 14781.3 .5690 .o .o .0000 .5690 R VAR PANEL MP 7131.7 .2688 .o .o .0000 .2688 R VAR PANEL PP 7131. 7 .2377 .o .o .0000 .2377 REND PANEL MP 7131. 7 .3265 .o .o .0000 .3265 REND PANEL PP 7131.7 .2377 .o .o .0000 .2377 SEC DESCRIPTION AXIAL LOAD K KL/R I FLRS LENGTH TC 54 L3-1/.2X3-1/.2X.344 67688. 1.00 38.9 1006.3DEV 6 23-11 1/.2 BC 39 L2-1,2x2-1,2x.250 61850. 1.00 97.7 .0REQ 0 23-1 112 SEC DESCRIPTION AXIAL STRESS CBRMP 477.6REQ TL BC 39 L2-1/2X2-1f2X.250 28500. .9500 Lb360 LIVE ·OAD DEV= 2912.2 PLF, L/240 LIVE LOAD DEV= 4368.3 PLF T TAL LOAD FOR DEFL = 2073.1 PLF. **TCX DESIGN** BENDING DEFLC BEARING SEC MOMENT REQ S DEV S REQ I DEV I IN • LENGTH DEPTH L 54 TC . o. .000 2.131 .ooo 5.323 .008 o-1 0/.0 6.00 63 BR o-6 ozo R 54 TC o. .ooo 2.131 .000 5.323 .008 o-1 ozo 6.00 63 BR o-6 010 --------------------**END PANEL DESIGN** --------------------AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 32658.3 1.00 65.0 0 V 3-10 3/.4 EP VP 6 0/.0 RIGHT 32658.3 1.00 65.0 0 V 3-10 314 EP VP 6 010 **ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% ------------------------------------TENSION -AXIAL AXIAL AXIAL ... SEC FORCE STRESS RATIO TC 54 83000 •. 18124.9 .4543 -COMPRESSION -AXIAL AXIAL AXIAL BENDING BENDING COMBINED FORCE STRESS RATIO STRESS RATIO RATIO LEND PANEL PP 115658.3 25256.6 .6330 .o .0000 .6330 LEND PANEL MP 115658.3 25256.6 .8694 .o .0000 .8694 L VAR PANEL PP 115658.3 25256.6 .6330 .o .0000 .6330 L VAR PANEL MP 115658.3 25256.6 .7158 .o .0000 .7158 INT PANEL PP 150688.3 32906.2 .8247 .o .0000 .8247 INT PANEL MP 150688.3 32906.2 .9524 .o .0000 .9524 R VAR PANEL MP 115658.2 25256.6 .7158 .o .0000 .7158 R VAR PANEL PP 115658.2 25256.6 .6330 .o .0000 .6330 REND PANEL MP 115658.3 25256.6 .8694 .o .0000 .8694 REND PANEL PP 115658.3 25256.6 .6330 .o .0000 .6330 ·-. _---~~~ f,'-.' ' ·.: ····--·.:'···. . • . ·. ' PURI.TAN -BENNETT . May 21., · 1990 94-9~ 432 LIST ·2j G30 . . . . ---------------' -' **WEB DESIGN-** STEEL F¥ = ·5000·0. --------~.-------· WEB NO DESCRIPTION i1 j} ·t1-·f1-2~i-f 12~:tl~ 3 27 L 2 X 2 X.188 4 17 L1-1/2X1-1/2X •. 13'8 V2 17 Ll-lt2Xl-1/2X.1'3'8 5 22 L · 2 X 2 X.137 6 ·17 Ll-1/2X1-l/4X..13'.8 V3 27 L. 2 X 2 X.188 6R 17 Ll-1/2X1-1/2X .•. 13_8 5R 22 L 2 X 2 X.137 V4 17 ~1-1/2Xl-1/2X.138 4R 17 Ll-lt~Xl-lf2X.138 3R 27 L 2· X 2 'X.188 V5 17 L1~112x1~1;2x.1aa 2R .31 L 2 X 2 X. 2·32 --~----~----.--------------*·*BRIDGING REQUIREMENT$*·* · ·------..,.------,.----------~- Q K 2 1.00 1 1. o·o 2 1.00 2 1. o·o 1 1.00. 1 1.00 2 1.00 1 1.00 2 1.00 1 1 • .00 11.00 2 1.00 2 1 .• 00 1 1.00 2 1.00 PS I • MIN V:ERT SHEAR = 4 612 ·• 5 LBS. END REACTION-· 18450.0· LBS. .REQ· . . DEV REQ FILDET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 84 .• ·1 + 37510.+ 524·51. 13.5X ~188 11~6+ 3.6B 85 .·6 -1354. -. 7,:048. 2. ox .138 4. 2+ • 0 56.5 -25440.~ 33411. 9.lX .188 10.0+ .OB 75.2 + 8480.+ 23697. 5.8X ~138 10.-0+ .OB 85.6 -. 1354.~ 7048. 2.0X ~lj8 4.2+ .O 8·7.9 -8·480.-'8619. 4.2X .137 5.7+ .O 75.2 +. 8480.+ 23697. 5.8X .138 10.0+ .OB 64.2 -12300.-15757. 4.4X .188 4.9+ .0 75.2 + 848'0.+ 23697. 5.8X ~138 10 .. 0+ .OB 87 • 9 -8 4 8 O • -· 8 619 • 4 • 2 X • 137 5 • 7 + • O 85.G ... 1354.--7,048. 2.ox .• 1°38 · 4.-2+ .o . 75.2 + 8480.+ 23697. 5.8X .138 10.0+ .OB 56.5 -23440~~ 33411. 9.lX .188 10.0+ .OB 85. 6 -13'54. -7048. 2. ox :138 4. 2+ • 0 84.i + 375io.+ 52451. 13.5X .188 11.6+ 3.6B TC RYY == 1.849, B.C RY'Y.= .l.440, WtEN/(TC RYY) = 152.270 WORKING LENGTH== 23.458 FT MAXIMUM SPACING FOR BC BRACES=· 28.799 --9"'!~---.;..~-~.;;.. _____________ _ ; . , .. ~.' ~~~ . .:~· :.:.-.. ; -? . \' •, . · .. '. .. ' : •'. . - t -~-:;;:: .. ~~-,_;. ,::·;; __ _ ,'7' --·· ..... :·,. : ••• <, ·_::.. • • -~·.,._:. __ ,'!:-·.-~i,.. • ~ ·,·}~. '_,: • ·~·~:,::,, -~-· .• ,".: h ••• -._ i . ,:·~·--~-1::.:t'":,:·. ··. ·:·~ ... -~~~-:~.~-. :·:_:··~.-.-·_.:-?}~--i:~7·-i·:"':'~}3 ~~: __ ~::·.-i~·-·:_-~:· .~ .. ,? ~-··--·· • ~· ... ---¥·;--:~ ··-"': •. ·'-• -~ • . -. .... . ~---~ -·v: .. _.-:! :-·-.... -: .,:,.... ... ~.-, ~ . . -· • -4 ' -· -· ·, -.,., • , . ,j ••• • PURITAN -BENNETT -May 21, 1990 94-9-432 LIST 23 G31 27YG O 23' 9-1/2" 27G 4N 12.30K ------------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS · VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-9 1/2 06-00 0/0 5.0 IN 5.0 IN .59 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 55.00 KIPS. CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= R TCX LOADS: UNIFORM= **BASIC DIMENSIONS** -------------------- O. PLF. O. PLF. LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 23.4583 3-10 3/4 3-10 3/4 LEFT VAR DIM 2-0 0/0 VAR DIM INTERIOR PANELS 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 3-10 3/4 3-10 3/4 5-10 3/4 5-10 3/4 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 27 0/0 25 114 27 0/0 27 0/0 (ACTUAL) 25 114 25 114 (EFF) **TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 25.302 2 ' -.565 2 .o 25.302 Vl .ooo 3 12300.0 25.302 3 1.054 4 .o 25.302 4 -1.054 5 .o 25.302 V2 .ooo 6 12300.0 25.302 5 1.054 7 .o 25.302 6 -1.054 8 .o 25.302 V3 .ooo 9 12300.0 25.302 6R 1.054 10 .o 25.302 5R -1.054 11 .o 25.302 V4 .ooo 12 .o .ooo 4R 1.054 13 .o .000 3R -1.054 14 .o .000 V5 .ooo 15 .o .000 2R .565 AXIAL LD IN WEB + 37486.3 .o 25429.9 + 8476.6 .o 8476.6 + 8476.6 12300.0 + 8476.6 8476.6 .o + 8476.6 25429.9 .o + 37486.3 TCX LEFT o-1 0/0 TCX RIGHT o-1 0/0 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 32631.6 • 0 .. 32631.6 .o .o 50132.3 55965.9 .o 55965.9 .o .o 61799.4 67633.0 .o 67633.0 .o .o 61799.4 55965.9 .o 55965.9 .o .o 50132.3 32631.5 .o 32631. 6 .o .o .o ••• PURITAN ""'. BENNET.T 9.4-9-: 4:3.2 LIST -23 G31 --. ~-,---~------~-~~ M~y 21, .l.99:0 **CHORD DESIGN-** STEEL FY -50000. P,SI. -' -' -------------AXIAL STRESS L END PANEL PP 84.68. 6 L END PANEL MP 84.68. 6 L VAR PANEL PP 846·8.6 L VAR PANEL MP 8468.6 INT PANEL PP 17-552.1 INT PANEL.MP 17552~1 R VAR PANEL MP · 8-468. 6 · R V:AR·PANEL PP 8468.6 REND PANEL MP 8468.6 REND PANEL.PP 8468.6 SEC DE_SCRIPTION TC 51. L3-1/2X3-1/2X.287 BC 3.9 L2.-1Z2X2-l;l2X. -250· AXIAL. RATIO .2823 .4004 • 28'2.3 .- .•. 3328, .5851 .7054 • 3328-•. 2a23 .4004 .2823 MOMENT UNI LOAD .o .o .o .·o .·O .d .o .o .o .o AXIAL LOAD ·K KL/R 3-9. 2 9'7: 7 - . 6763'3. 1. 00 61799. 1.00 SEC ·DESCRIPTION. AXIAL STRESS CBRMP •. ,.-, BENDING BENDING STRESS RATIO .o .0000 • 0 • 0000 .o .od.oo .o .0000 .o .0000 .o .0000 • 0 • 0000. .o .0000 .o .0000 .o .0000 I FLRS 946.6DEV 6 _ • OREQ 0 477.6REQ TL ----; ----;-----.--- COMBINED RATIO .2823 .4004 .2823 .3328 .5851 .-7054 .3328 .2823 .4004 .2823 LENGTH 2'3-ll 1/2 23-1 l'./2 BC 3·9 -L2-1/2X2-1./2X.250' --28477. -;9A92 L/3'6'0 LIVE L0A.b JjEV == 27_39. 5 PLF, L/240 LIVE LOAD DEV = T<::>TA~ LOAD JrOR DEFL = 2073 .• 1 PLF. 4_:J_-09. 3 PLF -. . . . --------------**TCX DESI(;N~* -. ' ---------------. - BENDING DEFLC . BEARING REQ s SEC' MOMENT L 51 ·TC. o. .ooo 63· BR R 5•1 TC o. .ooo DEV s· · REQ I l,.722 .ooo ;i... 7.22 -• 000 DEV I 4 .• 545 4.545 IN. .008 .008 LENGTH DEPTH o-1 0/.0 '6.00 o,-6 ozo o-1 ozo 6.00 o-6 ·0/0 63 BR ~ . ' ,. ------~-------~~-----**END PANEL DESIGN** . ' . . . ---------------------. -, LEFT RIGHT AXIAL LOAD -32631:·(5 K 1.00 1.00 KL/ R , FLR WE-B 64.7 · 0 V TO .END BASEL NGM NGM .B. DEPTH 3·-10 3/4 EP VP 6 0/.0 32631.6 ·54 ~ 7 0-V . . -----,~-~~----------------------------**ADDITIONAL TC AXIAL. LOJ\,D DESIGN** ---------,~~-----_, _________________ _ -TENS-ION -AXIAL AXIAL -r--SEC FORCE S.TRESS . _., AXIAL RATIO .357'7 ' TC -51 · 55000. 14·273 •. 6 LEND LEND L VAR L VAR . INT INT r R VAR R VAR REND REND PAN-EL PP PANEL MP PANEL PP PANEL MP PANEL ·pp PANEL MP PANEL MP PANEL PP PANEL MP PANEL PP. AXIAL FORCE 8763·1. 6 8763'1. 6 87631; 6 87631.6 122633,.0 122.633. 0, . . 87631. 5, '87631.5-87631..6-. 87·631. 6 ·~ . . .AXIAL STRESS .22742.2 . 22742 .2 '22742~2 2274,2. 2 3182'5,. 8 31825.8· 2274-2.2 2274.2.2 a2742.2 -227'42. 2 -, , •• ' " .. , •••• , "• "' ;,•. ."'-: ·.···' ';· ,_. •• > ·-' ' ... -· .,..,._, ~-· .... •.~---_a: ~" .. • ',.;-.. '.'· 3-10 31/4 EP VP 6 01/0 A~LOWABLE STRESS INCREASED 3:3% -COMPRESSION -AXIAL -. -BENDING RATIO -.STRESS .57-00 .o •. 8·08.5 • 0 . :5'700 • O .,6720 .o .• '7976 • 0 .9617 .o .6720 • O •. ,5700 . O • 8085 • 0 -~700 .o • ; •• ' • ~ j ', ··,: ·.:.. ·-~ ' ' .'.. . . ' -. BENDING RATIO .0000 .0000 .0000 .0000 . 000·0 .0000 .0000 .0000 .QOOO .0000 COMBINED RATIO .-5700 .8085 .5700 .6720 • 797.6 .9617 -• 6720 .• 5700 .808-5. • 57,00 ,, ,., . ~ • PURITAN -BENNETT 94-9-432 LIST 23 G31 --------------**WEB DESIGN** STEEL FY = 50000. -------------- WEB NO DESCRIPTION Q K 2 31 L 2 X 2 X.232 2 1.00 Vl 17 Ll-1/2Xl-1/2X.138 1 1.00 3 27 L 2 X 2 X.188 2 1.00 4 25 L 2 X 2 X.163 1 1.00 V2 17 Ll-l/2Xl-l/2X.138 1 1.00 5 22 L 2 X 2 X.137 1 1.00 6 25 L 2 X 2 X.163 1 1.00 V3 27 L 2 X 2 X.188 1 1.00 6R 25 L 2 X 2 X.163 1 1.00 5R 22 L 2 X 2 X.137 1 1.00 V4 17 Ll-1/2Xl-1/2X.138 1 1.00 4R 25 L 2 X 2 X.163 1 1.00 3R 27 L 2 X 2 X.188 2 1.00 V5 17 Ll-1/2Xl-1/2X.138 1 1.00 2R 31 L 2 X 2 X.232 2 1.00 -------------------------**BRIDGING REQUIREMENTS** ------------------------- • May 21, 1990 PSI. MIN VERT SHEAR= 4612.5 LBS. END REACTION= 18450.0 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 84.1 + 37486.+ 52451. 13.5X .188 11.6+ 3.6B 85.6 -1353.-7042. 2.ox .138 4.2+ .o 56.5 -25430.-33405. 9.lX .188 10.0+ .OB 88.3 + 8477.+ 18763. 3.9X .163 5.7+ .O 85.6 -1353.-7042. 2.ox .138 4.2+ .o 87.9 -8477.-8616. 4.2X .137 5.7+ .O 88.3 + 8477.+ 18763. 3.9X .163 5.7+ .o 64.3 -12300.-15750. 4.4X .188 4.9+ .O 88.3 + 8477.+ 18763. 3.9X .163 5.7+ .0 87.9 -8477.-8616. 4.2X .137 5.7+ ~O 85.6 -1353.-7042. 2.0X .138 4.2+ .O 88.3 + 8477.+ 18763. 3.9X .163 5.7+ .O 56.5 -25430.-33405. 9.lX .188 10.0+ .OB 85.6 -1353.-7042. 2.0X .138 4.2+ .O 84.1 + 37486.+ 52451. 13.5X .188 11.6+ 3.6B TC RYY = 1.837, BC RYY = 1.440, WLEN/{TC RYY) = 153.270 WORKING LENGTH= 23.458 FT MAXIMUM SPACING FOR BC BRACES= 28.799 ·ptJRlTAN. -BENNET.T .. M;ay 21,. 19'90 . . 94-9-4~2 LIST 23 G32 -2:7YG . 0 2.3' 9-:.1/2'.11 27G 4N 12. 30K ;;joisT-GrRoiii-oisrGN-~QuriiiMiNTs;;------sir-sPi_cs ______ vutciiFT-ENG~oEPT;;-----------'!-~------.-~---,-----------~---------~~-~--------------------------------JOIST LEFT END .RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT . INCHES -LOADS 27.00 23-9 1/2 06-00 0/0 5.0 IN 5.0 IN .63 TL REQ .00 LL ------~----------·**LO~b CRITE~IA* * ----~-------------T.OTAL LOJ\_D· = 0. .PLF, L,IVE l)OAD = o,. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 APDITJ;ONAL TC AXIAL LOAD -· 28. 00 KI-PS .• CONCENTRATED 12. 3 00 KIP{S.) TOTAL AT PP 3 6 9 ----.-~---------~------~----**TCX/CANT LOA;O C:RITERIA:~* --------------------·---·-- ' . ; L TCX LOADS.: UNIFORM·= R TCX LOADS:: UNIFORM =· ---~-----------------**BAS~C DIME)NSIONS~* ---~-~----~---------LEFT . RIGHT LEFT. RIGHT WK LENGTH END PANEL. END .PANEL 23~4583 3-10 3/4 3~10 3/4 VAR DIM 2-·o 010 VAR DIM INTERIOR PANELS 2-0 0/0 3 AT 4-O 0/0 LEFT TC RIGHT TC. END PANEL END PANEL 3-ld-~I4 3-10 3/4 A-DIM B-DIM 5~10 3/4 5-id 3/4 DEPTH 'DEPTH. .DEPTH LEFT CENTER RIGHT. 27 0/0 27 0/0 27 0/.0 (AC'I'UAL) 2·5 3/~ 2'5 3/8 2S 318 (E·FF) TCX LEFT o-1 0/0 TCX RIGHT o-1 0/0 ------------~-~----**.TRUSS ANALYSIS** --~---~--~--------EFF WEB WEB AXIAL. LD AXIAL LD AXIAL DD pp LOAD-LBS DEPTH MEM SLOPE. .IN WEB TOP CHORD BOT CHORD 1 .o ~2:5 .429 ·2 ;_.568. + 37344 .-0 32468 •. o .-o 2 .o 25.429 Vl .000. .o 32.468. 0 .o 3 12300.0 25.429 3 1.060 2:53,(59. 6 .o 49881.0 4. .o 2·5 .429 :4 -1.060 + 8456-. 5 55685.4 .o 5 .o 25.429 V2 .000 ... •. Q' 55685.4 .. o 6 12~00 .• ,o 25.429 -5 1.060 8456.5 .o 61489.7 .7 .o 25.429 6 -1.060 +. 8456.5 67294.1 .-o 8 .o 25. 42·,9 V3 • 0:00. -123-0-0.·0 672.94 .1 .o 9 12300.0 .25 •. 429 6R. i.060 + 8456.5 .0 61489.7 10 .o 25.429 5R -1.060 ... 84~·6. 5 55685.4 .o 11 .o 25.429 V4 .ooo .o ·55685. 4 .o 12 .o .ooo 4·R 1.060 + 845.6. 5 .o 49881.0 . 13 .o . .. oo.o .3R -1.060 ... 25369.6 32468.0 .o 14 .o .ooo V5 .0:00 • 0 32468.0 .-o 15 .o .000 2R ~568 + 37344. Q, .o .o ' -. .. -.. ~-.. :: ' . . ~ . _,. • '< • : ' ;: ••• : • ~· •• ~; -' --; ., . ' .... ·-; :,•·- . . .... ·.,._,... . ' =-. .,_ .. _,_ --'~ •' :. '. ~ . . ' , . . . . ~ ... • PURITAN -BENNETT 94-9-432 LIST 23 G32 **CHORD DESIGN** STEEL FY AXIAL STRESS LEND PANEL PP 10101.8 LEND PANEL MP 10101.8 L VAR PANEL PP 10101.8 L VAR PANEL MP 10101.8 INT PANEL PP 20937.3 INT PANEL MP 20937.3 R VAR PANEL MP 10101.8 R VAR PANEL PP 10101.8 REND PANEL MP 10101.8 REND PANEL PP 10101.8 SEC DESCRIPTION TC 46 L 3 X 3 X.281 BC 39 L2-1/2X2-1/2X.250 SEC DESCRIPTION BC May 21, .1990. = 50000. PSI AXIAL MOMENT RATIO UNI LOAD .3367 .o .5090 .o .3367 .o .3924 .o .6979 .o .8285 .o .3924 .o • 3 3 67 • 0 .5090 .o .3367 .o AXIAL LOAD K KL/R 67294. 1.00 43.9 61490. 1.00 97.7 AXIAL STRESS CBRMP 28334. .9445 • BENDING STRESS .o .o .o .o .o .o .o .o .o .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 I FLRS 887.3DEV 6 .OREQ 0 477.6REQ TL COMBINED RATIO .3367 .5090 .3367 .3924 .6979 .8285 .3924 .3367 .5090 .3367 LENGTH 23-11 1/.2 23-1 1,2 39 L2-1/2X2-1/2X.250 L/360 LIVE tOAD DEV= TOTAL LOAD FOR DEFL = 2568.0 PLF, L/240 LIVE LOAD DEV= 2073.1 PLF. 3852.0 PLF **TCX DESIGN** SEC L 46 42 R 46 42 TC BR TC BR BENDING MOMENT o. o. **END PANEL DESIGN** REQ S .000 .ooo DEV S 1.284 1.284 REQ I .000 .ooo DEV I 2.756 2.756 DEFLC IN. .008 .008 LENGTH o-1 0/.0 o-6 ozo o-1 ozo o-6 o,o BEARING DEPTH 6.00 6.00 AXIAL LOAD LEFT 32468.0 RIGHT 32468.0 K 1.00 1.00 KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH 75.8 0 V 3-10 3/.4 EP VP 6 0/.0 75.8 0 V 3-10 314 EP VP 6 010 **ADDITIONAL TC AXIAL LOAD DESIGN** ----------------------------------- TC , SEC 46 AXIAL FORCE 28000. LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP -TENSION -AXIAL STRESS 8711.7 AXIAL FORCE 60468.0 60468.0 60468.0 60468.0 95294.1 95294.1 60468.0 60468.0 60468.0 60468.0 AXIAL RATIO .2183 AXIAL STRESS 18813.5 18813.5 18813.5 18813.5 29649.0 29649.0 18813.5 18813.5 18813.5 18813.5 ALLOWABLE STRESS INCREASED 33% -COMPRESSION -AXIAL BENDING RATIO STRESS • 4715 • 0 .7127 .o • 4715 • 0 .5495 .o .7431 .o .8821 .o .5495 .o • 4 715 • 0 . 7127 • 0 . 4 715 . 0 BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .4715 .7127 .4715 .5495 .7431 .8821 .5495 .4715 .7127 .4715 . ' ,,·' .• -. ,''; .: -' ' -~ .·, ..•. -., . . PURITAN . • BENNE,TT. ·· · 94-9-· 432 ·LIST. 23' . :_. M~y .21, · 1990 G32 . . . __ alll"! ___________ • **WEB D:E;SIGN** STEEL .FY = 50000-.'. PSI. MIN VERT SHEAR·= --------------END "REACTION= WEB. NO REQ , . DEV DESCRIPTION Q K KL/R ,AX LOAD AX LOAD 2 31 L 2 X ·2 X.232 2 1.00· S4.2 + 37344.+ 52451. Vl 17 Ll~l/2Xl-1/2X~138 .1. 1.00 86.1 .... 134'6. -7007. 3 27 L 2 X 2 X.188 2. 1.00 5,6.6 .,. 253TO.-33369. 4, 22 L ·2 X 2 X.137 1 1.00 8~ •.. 1 + 8457.+ 15877. V2 17 Ll-1/2Xl-1/2X~ 13.8 1 1.00 86.1 ,-., 1346·.-7007. 5 22 L 2 X 2 X.137 1 1.00 88.·1 -8457.,-8595. 6 2.2 L 2 X 2 x. 1·37 1 1.00 88 •. 1 + 8.457 .+ 15.877. V3 27 L 2 X 2 X.188 1 1.00 64.6 -123-00. -15709. 6R 22 L 2 X 2 X.137 1 1.00 88.1 + 8457.+ 15877. 5R 22 L 2 X 2 x .• 137 1 1.00 88.1 ... 8457.,-8595. V4 17 Ll-1/2Xl~lf2X.13S 1 1.00· 86.1 -13'46.,-7007. 4R 22 L 2 X 2 X.137 1 1.00 .8-S .1 + 8457.+ 15·g,77. 3R 27 L 2 X 2 x. 18'8 .2 1.00 56. 6. -253-70.-33'369. V5 17 Ll-1/2Xl-1/2X.138 1 1:00 86.1 -134.6. -7007. 2R 3,1 L 2 X 2 X.Z32 2 1. o·o 84.2 + 37:3·44 .+ 52451. --·---·------------------**BRIDGING REQU;I:~EMENTS'** ------------~-----~-,.-----T.C. RYY = 1.640, BC RYY = 1.440, WLEN/ (TC 'RYY) WORKI'NG LENGTH = 2 3 • 458 FT. . · . 171.638 MAXIMUM SPACING F.OR BC .BR,ACES == 2 8 • 7 9 9 -~----------~--~--------- -··, ,\ -: .. :-::': -:.:~ -... ,' -,,· \• -: '·~. !· -' .. ,. ::.-,· •' .. ~-~ ... ' '' ; '·.'.' -~. -~ : : " 4612.5, LBS. 18450.0 LBS-~ REQ FILLET AVBL WELD SIZE WELD SLOT 13.4X .188 11.6+ 3.6B 2.0X .138 4.2+ .o 9.lX .188 10.0+ .OB 4.2X .137 5.6+ .o 2.0X .138 4.2+ .o 4.2X .137 5.6+ .o 4.2X .137 5.6+ .o 4.4X .188 4.9+ .o 4.2X .137 5.6+ .o 4.2X .137 5.6+ .o 2.ox .138 4.2+ .o 4.2X .137 5.6+ .n 9.lX .18'8 10.0+ .OB 2.ox .138 4.2+ .o 13.4X .188 11.6+ 3.6B -· .· .. :-~-. . . ~ • "• ~ • • •-,! •. • tr•\ '• PURITAN -BENNETT 94-9-432 LIST 23 G33 27YG 0 • • May 2.1, 1990 23' 3" 27G 4N 13.90K. **JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .60 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 72.00 KIPS. CONCENTRATED 13.900 KIP(S) TOTAL AT PP 3 6 9 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH TC TC TC TOTAL LOAD KIPS 6.200 6.100 6.100 LIVE LOAD KIPS .ooo .000 .ooo MOMENT DISTANCE 7-11 1/2 11-1 1z2 17-7 1"/2 PROXIMITY IN INCHES 4.00 .oo .oo FROM pp 4 6 9 LOAD SUPPORTING TO PP WEB MEMBER 4 **BASIC DIMENSIONS** LEFT RIGHT WK LENGTH END PANEL END PANEL 22.9167 3-7 1/2 3-7 1/2 LEFT TC RIGHT TC END PANEL END PANEL 3-7 1/2 3-7 1/2 DEPTH LEFT 27 0/0 24 7l8 DEPTH DEPTH CENTER RIGHT 27 0/0 27 0/0 (ACTUAL) 24 718 24 718 (EFF) **TRUSS ANALYSIS** EFF WEB WEB, pp LOAD-LBS DEPTH MEM SLOPE 1 .o 24.881 2 -.600 2 .o 24.881 Vl .ooo 3 13900.0 24.881 3 1.037 4 6200.0 24.881 4 -1.037 5 .o 24.881 V2 .ooo 6 20000.0 24.881 5 1.037 7 .o 24.881 6 -1.037 8 .o 24.881 V3 .ooo 9 20000.0 24.881 6R 1.037 10 .o 24.881 5R -1.037 11 .o 24.881 V4 .ooo 12 .o .000 4R 1.037 13 .o .000 3R -1.037 14 .o .000 V5 .ooo 15 .o .000 2R .600 6 9 RIGHT LEFT VAR DIM 2-0 0/0 VAR DIM INTERIOR PANELS 2-0 0/0 3 AT 4-0 0/0 A-DIM B-DIM 5-7 1/2 5-7 1/2 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 57263.4 49113.1 .o .o 49113.1 .o 40911.1 .o 77515.9 + 21598.3 92510.6 .o 6200.0 92510.6 .o 12983.9 .o 101524.8 + 12983.9 110539.0 .o 20000.0 110539.0 .o + 14804.3 .o 100261.0 14804.3 89983.0 .o .o · 89983. 0 .o + 14804.3 . 0 79705.0 42592.6 50134.9 .o .o 51131. 7 .o + 59617.0 .o .o . ·.:.,· .•. ' . ,, . ' . . . , '.,~ ,_ ,; .. ~ •;, · . .:. ' . •• ·· · .PURITAN -BENNETT. . . :_ May 2;L,. -i990 ·\ I . 94-9-432:, LIST . ·23· .: G33 . . . --~~~--~---~---~ *~CHORD DESIGN** $TEEL FY=· 50000. PSI -----~-~~~-----~ AXIAL STRESS L END PANEL p.p '8588 ~-1 :t. .~~ ~~it ~~ -1~~~ :1 L VAR PANEL MP 85'88 .1 INT· PANEL PP 19329.2 .. INT· PANEL. MP 193-29~2 R VAR PANEL· MP .8·7·66 •. 8 R V:AR PANEL PP· 87'66. 8. R END PANEL MP' 8941.'l R ijND PANEL ~p 8941.i SEC.DESCRIPTION. TC 59 L 4 X 4 X.375 BC 51 L3-1/2·X3-·1/ix. 287 SEC DESCRIPTION . . BC 51 L3-1/2X3~1/2X.287 L/ 3·6 0 LIVE LOAD DEV TbTAL LOAD FOR'DEFL . . . -~---~-------------- AXIAL RATIO .2863 • 359.0 • 286.3 .• 3170 .6.4•43' .7294 .32'36 .29-22 • 37·37 .298'.0 MOMENT UNI LOAD ~o .o •. o • 0· .o .o .o .o .o .o AXIAL LOAD K · KL/R 1L0519~ lj00 35.1 '101525. 1.00 69.4 AXIAL STRESS CBRMP BENDING BENDING S.TRESS RATIO .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 ~ 0 • 0000· • 0 • 0.000 .o .0000 .o .oo·oo I FLRS 1438.4DEV 6 .OREQ O 749. 8REQ TL -'28687. . .·9562 . COMB.IN-ED RATIO .2863 .3590 .2863 • 3:17·0 .6443 .7294 .3236 .2922 .3737 .2980 LENGTH 23-3 0/0 23-2 o,o = 4464. 9 PLF, L/~;r40 I,.IVE LOAD DEV = = 34.9·1. 3 PLf-• 6697.4 PLF · **END PANEL DESIGN** ---------------------AXIAL LOAD LEFT 49-113 •. 1 K 1.00 1~00 'KL/R FLR WEB TO END BASEL 52.7 0 V 3-7 1/2 NGM NGM B. DEPTH .6 0/0 ·6 0/0 EP VP RIGHT 5113·1. 7 52.7 0 V , 3~ 7 172 EP VP ~---------------------------w~-----**ADDITIONAL TC AXIAL LOAD DESIGN** __________ :.; _____ ~:-TiNsrt>N_:_.;..;.~s--...... . AF'X0._ .RIAC··EL. AXIAL AXIAL SEC STRESS RATIO TC . 59 T2000. 1259<;). 2 • 3155 L. END J:>ANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT' PANEL PP INT .PANEL MP R VAR PANEL MP R VAR PANEL PP :R .END PANEL MP' REND PANEL.PP -----!~--~-~---..:.- AXIAL AXIAL . FORCE STRESS 121113· .1 21178. ;3 12111~.1 21178.3 . 121113 .1 2·1178 .3 121113.1 21178.3 · 1'82539 .·o 31919 ."4 · 182539~-0 31919.4 12213·4. 9. · 21356. 9 · 122134.9 21356.9 123131.7 21531.Z 1~3131 .• 7 21531.2. ALLOWABLE STRESS INCREASED 33% -COMPRESSION -AXIAL. . BENDING RAT.IO STRESS • 5:308 • o .6655 .o .5308 .o .5877 .o .8000· .o .-9056 • 0 .·5927 • 0 ·• 535.3 • 0 .6766 .o ~-5396. • 0 BENDING RATIO .0000 • 0000· • oo.o.o • 0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO ~5308 .6655 .5308 .587% . .8000 :§~~~ .5353 .6766 .5396 ' **WEB DESIGN*~ STEEL FY:= 50000. PSl.. MIN VERT SHEAR = 7663. 8 LBS. ' .. i. ---------------. ' ' ' ' WEB NO DESCRIPTION 2 39 L2-1/2X2-1/2X.250 Vl 17 Ll-ll2X1~1,2X.~38 3 31 L 2 X 2 X. 2 3 2, 4 17. Ll-1/2'Xl-1/2X.138 .. . V:2 17 L1-ll2Xl-1/2X.138 5 ·29 L 2 . X 2 · X .• 213 6 29 L . 2 X 2 X. 213 . V3 20 Ll-1J2x1~112x.110 ,,6;R 29. L . 2_ ·. X . 2 .-::.X-?1~ .._ .... ,-.. :·. ,.,. ... ~ ':'' .... ~~-. . .. , .......... ·-~ . Q K 2 1.00 1 1.00 2 1.00 2 1.00 . 1 1 .,00 1 1.00 11.00 2 1.00 1 1.00 .:: •• _;· ·-: ._ ....... ~~,. • •• ;,.~_ .• ::.::,.-.·;...·~ .... ~-! , _ .... • •• ,-:.:~-.~, ••• • . i~g R~AC,ai~N = Ri86 ~~iEE~Bf vBL KL/RAX LOAD AX LOAD WELD SIZE. WELD SLOT 62.9 + 57263 .• + 7.1250. 20.6X .18·8 1'6.9+ 7.1B 84.~-~ · 2a11.-7158. 2.ox .138 4.2+ .o. -56. 6 -40-911. -4·0732. 14. 7X .188 14 .·5+ 3. 6B '74~6 + 2159.8.+ 23(597. 10.5X .138 14.4+ .OB 8 4 • 2 . -6 2 Q O • -:-715 8 • 3 • OX • 13·8 4 • 2 + • 0 8·8 •. 1..,. 12984.-13997. 4.7X .188 5.7+ .O 88.1 + 12·984-.+ 24199. 4.7X .188 5.7+ .O 54.2_ -2-0000.~ 22786. 7.9X .170 13~2+ .OB 88~·1. + 14804.+ 24199~ 5.3X .1-88. -5.7+ .0 ' . ---. :·: ·.·~···:.~ __ · , .... ·..::=-:..~:-~· ,· .• · ~.- ·:.~. I,'•, > -~. ,· ,,..._., .. :.• •, ,., _, ,,._1' • •, • •'• • • , , +.· :/ _;. , ,· ... ,·_.·:i\:~.·--~<;.:~·i:~·:::;~:}t: :• .·,'O._:-·.'a" . .-:,: :.-: ··:~:;_·::. -. • • r '' ~\ ~ "t ' ',, ~ ·-:". ' • • ,, • ·.,. i ' ' --~ ' : . • • • . . . . ~: . -. -: . . .. . . ' ' . ~ .. ~· .. . -. ... " ,.. . i . "''~ ,. . ', ' . .. . . . : .. " ',""' ·::-·=;. ~-. •. ----.. ~ •• 1,.., •-• PURITAN -BENNETT 94-9-432 LIST 23 G33 **WEB DESIGN** STEEL FY WEB NO DESCRIPTION 5R 17 Ll-1/2Xl-1/.2X.138 V4 17 Ll-ll2Xl-ll2X.138 4R 29 L 2 X 2 X.213 3R 39 L2-1/2X2-1/2X.250 V5 17 Ll-1Z2Xl-1Z2X.138 2R 39 L2-1,2x2-1,2x.250 -------------------------**BRIDGING REQUIREMENTS** ------------------------- May 21, 1990 = 50000. PSI. MIN VERT SHEAR= END REACTION= Q 2 1 1 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 REQ DEV KL/RAX LOAD AX LOAD 74.6 -14804.-15816. 84.2 -2211.-7158. 88.1 + 14804.+ 24199. 44.9 -42593.-59665. 84.2 -2211.-7158. 62.9 + 59617.+ 71250. TC RYY = 2.051, BC RYY = 1.837, WLEN/(TC RYY) = 134.052 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 36.732 . . 7663.8 LBS. 30655.1 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 7.2X .138 14.4+ .OB 2.0X .138 4.2+ .O 5.3X .188 5.7+ .O 15.3X .188 14.5+ 7.1B 2.0X .138 4.2+ .O 21.4X .188 16.9+ 7.1B NOTE: DOUBLE ANGLES REQUIRED FOR VERTICAL WEBS AND/OR W2D J. -· • PURITAN-BENNETT 94-9-432 LIST 25 May 18, 1990 T50 32LH 306 39' 10-1/411 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 39-10 1/4 13.2 1.27 TL .40 LL **LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= 337. PLF. **BASIC DIMENSIONS** --------------------LEFT RIGHT LEFT VAR DIM 1-4 1/8 RIGHT WK LENGTH END PANEL END PANEL 39.5208 5-3 0/0 5-3 0/0 DEPTH LEFT 32 0/0 30 718 LEFT TC RIGHT TC END PANEL END PANEL 3-11 0/0 3-11 0/0 DEPTH DEPTH CENTER RIGHT 32 0/0 32 0/0 (ACTUAL) 30 718 30 718 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 573.8 30.894 2 -.506 2 983.3 30.894 2D -1.931 3 817.6 30.894 3 1.916 4 816.0 30.894 4 -.965 5 816.0 30.894 V2 .ooo 6 816.0 30.894 5 .965 7 816.0 30.894 6 -.965 8 816.0 30.894 V3 .ooo 9 816.0 30.894 7 .965 10 816.0 30.894 8 -.965 11 816.0 30.894 V4 .ooo 12 816.0 30.894 8R .965 13 817.6 30.894 7R -.965 14 983.3 30.894 V5 .000 15 573.8 30.894 6R .965 16 .o .ooo 5R -.965 17 .o .000 V6 .ooo 18 .o .ooo 4R .965 19 .o .ooo 3R -1.916 20 .o .000 2DR 1.931 21 .o .000 2R .506 + + + + + + + + VAR DIM INTERIOR PANELS 1-4 1/8 5 AT 5-4 0/0 AXIAL LD IN WEB 12113.0 1107.4 5064.3 5286.7 816.0 4111.9 2937.1 816.0 1762.2 587.4 816.0 587.4 1762.2 816.0 2937.1 4111.9 816.0 5286.7 5064.3 1107.4 12113.0 TCX LEFT 1-6 1/2 TCX RIGHT o-0 0/0 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 10806.1 .o 10296.9 .o .o 12640.1 16443.5 .o 16443.5 .o .o 19401.8 21.514.8 .o 21514.8 .o .o 22782.6 23205.2 .o 23205.2 .o .o 22782.6 21514.8 .o 21514.8 .o .o 19401.8 16443.6 .o 16443.6 .o .o 12640.2 10296.9 .o 10806.1 .o .o .o .. '. :· ~ : ·. ·:·· . ' •• •••• ..... PURITAN-BENNET.T, .~ay 18 , .. '._1.9.90 ,,,.. . 94,..9-4.3.2 LIST · 25 T5·0 . -~~---------"!----- **CHORD' DESIGN*:*-.. · S~JJ!EL FY = 50000. P$l ----------------. ' AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRE.SS . RATIO UNI LOAD STRESS RATIO RATIO .8418 .7547 .8269 .5251 .9154 .9140 .5251 ~8269 .7547 .8418 LEND PANEL PP 9477.5 .3159 -4829.3 15776.3 .5259 L END I>ANEL MP 9 4 7 7. 5 • 4. 916 4 2 65 • 9 5349.6 .2631 L VAR PANEL PP 9·030. 8 • 3010 ,-4.829. 3 15776.3 .5259 · L VAR PANEL MP 9030.~.8 • 5071. 351 .. 7 '441.1 • 0180 INT PANEL PP 20352. O • 6784·. -2176. O INT PANEL MP 20352. 0 •. 85.66 1088. 0 7108.5 .-237'0 1364.4 .0574 R VAR PANEL MP 9030.8 .'5071 ·351~7 441.1 .0180 R VAR PANEL .EP 9·030. a. • 3010 -4'829. 3 15776.3 .5259 REND PANEL MP 9477.5 .4916 4265.9 5349. 6 • 2·631 REND PANEL PP 9477.5 .3159 ~4829.3 15776.3 .5259 SEC DESCRIPTION AXIAL LOAD K KL/R TC 23 L '-2 X 2 X.14.8 . 23'20,5. 1.00 40.4 I FLRS 524.SDEV 2 158.6REQ 0 337.lREQ TL LENGTH 41-4 3/4 30-6 114 B.C 22 L ·~ .X 2 X.1-37 227-83. 1.00 161.3 SEC DESCRIPTION AXIAL. STRESS CBRMP BC 22 L. 2 X . 2 X .• 13-7 . 21923. • 7.308 BOTTOM CHORD -EXTENSION= 0-7 0/0 L/360 LIVE LOAD .DEV -· . ~17. 6 PLF', L/:240 LIVE. LOAD DEV = TbTAL LOA];) FOB, DEFL = 3 0.6 • 0 PLF. ' ' . --------------. . SEC L 23 TC 40.L BR. ' . . BENDING MOMENT 4800. --------------------**·END PANEL DE;SIGN** -' -' --------------------AXIAL LOAD K tEFT 10806.1 1.00 RIGHT 10806.1 1.00 ' ' ' . -------------- REQ S . .-160 KL/R 72.2 72 •. 2 DEV S ~279 FLR WEB 1 2D 1 20 REQ I .092 DEFLC .DEV I IN. .442. .154 TO END BASEL NGM NGM 3-11 0/0 3-;L1 010 476.4 PLF . BEARING LENGTH DEPTH 1-6 1/2 5.00 o-.6 010 B. DEPTH 5 ·0/0 5 OfO **WEB DESIGN'**· STEEL FY= 50000. PSI. MIN, VERT SHEAR= 1511.7 LBS. --------------END RE·ACTION = 6046. 7 LBS. WEB NO 2' 8 2D 18 3 22 4 8 V2 8 5 22 6 8 V3 8 7 14 8 8 V·4 8 SR 8 7R 14 V5 a 6R 8 · .. 5R 22 V6 8 4R 8 .3R 22 DESCRIPTION Q Ll-1[4Xl-1/4X.111 2 Ll.-1/2!Xl-lY2X.145 1 L 2 X 2. X.137 1 Ll-1/4Xl-1/4X.111 1 L1-ll4Xl-1/4X.111 1 L 2. X 2 X~137 1 Ll-1/4Xl-1/4X.111 1 L1~1Z4Xl-1Z4X.lll 1 Ll-lf2Xl-1Z2X.J.15 1 L1~1z4x1-1z4x.111 1 Ll-1Z4Xl-1[4X.111 1 Ll-lj4Xl-1Z4X.111 1 Ll-1Z2Xl-1Z2X~115 1 Ll-1Z4X1-1Z4X.111 1 L1-11/4Xl-ll4X.111 1. L 2 X 2 X.137 1 Ll-1/4Xl-1/4X.111. 1 Ll-1/4Xl-ll4X.111 1 L. 2 X 2 X.137 · 1 K 1. o·o 1.00 1.20 1.00 1.00 1.00 1. o.o 1.00 1.00 1.00 1.00 1 .• 00 · 1. o·o 1.00 1.00 1.00 1.00 1.00 1.20 .. :' . REQ . DEV REQ FILLET AVBL .KL/R AX LOAD ~X LOAD WELD SIZE WELD SLOT 176~8,~ 12113.+ 15911. 7.3X .111 10.a+ .OB 111.9 -123s.·-4448. 2.ox .137 3.3+ .o 105.4 5064.-6966. 2.5X .137 4.1+ .O 180 •. 5 + 5Z87.+ 7955. 3.2X .111 3.6+ .O 125 •. 4 --932.-2520. 2.ox .111 3.1+ .o 112.1 -4112.-62so. 2.ox .137 4.a+ .o 180.5 + 2937.+ 7955. 2.4X .111 3~6+ .O 12·5.4 -932.-2520. 2.ox .111 3.1+ .o 149.9 -2116.-2206. 2.ox .115 4.o+ .o 180~5 + · 2'176,.+ 79,55. 2.4X .111 3.o+ .O ·125.4 -932.-2520. 2.0X .111 3 •. 1+ .O 18.0.5 +· 2176.+ 7955. 2.4X .111 3.6+ .O 149.9 -2116~-2206. 2.ox .115 4.o+ .o 125.4 -932.-2520. 2.ox .111 3.1+ .o 180.5 + 2937~+ 7955. 2.4X .111 3.6+ .O 112.1 -4112.-6280. 2.0X .137 4.8+ .O 125 .• 4 9.32.-2520. 2.0X .111 3 .• 1+ .O 180.5 +. 528'7.+ 7955. 3.2X .11'1 3.6+ .O 10·5.4 5064~-6966. 2.5X .137 4.1+ .O "·,. -.. " .... ' . -. . '', .· .,. ,· . -.· .. -'" .. ,, . :_ .. :,, •••• :· ::""' ~-~ ¥ _,. ··-, ·-' ..... -• ·::. ~··.: ·,,.-. ·:~<.~··. _;-_ .. ::';,·· .... , ./~::--i\.;,·"':t\;/}f}:-.;:·.;;,:>·:.:::;~/~··:_: .:·.<.:--~-· '··-· ···~-·-··~ ... ~· ~·~·~ ;·-;:-.... ,:;·:..._-'.·---··,":'.-,. ~. :· •. ' . ,.._ PURITAN-BENNETT. 94-9-432 LIST 25 T50 •• • .May 18, 1990 **WEB DESIGN*:* · STEEL FY = 50000. PSI. MIN VERT SHEAR= --------------END REACTION= REQ DEV WEB NO DESCRIPTION Q K KL/RAX LOAD AX LOAD 2DR 18 Ll-l/.2Xl-1/.2X.145 1 1.00 117.9 -1238.-4448. 2R 8 Ll-l14Xl-114X.111 2 1.00 176.8 + 12113.+ 15911. -------------------------**BRIDGING REQUIREMENTS** -------------------------TC RYY = 1.225, BC RYY = 1.222, WLEN/(TC RYY) = 387.149 WORKING LENGTH= 39.521 FT 1511.7 LBS. 6046.7 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 2.ox .137 3.3+ .o 7.3X .111 10.8+ .OB BRIDGING SPACING STANDARD AT 13.174 FT FOR 2 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R ,, . ~ . . ....... """ . . --~ PURITAN-BENNETT. ~ay 18, . :J.990 94-9~ 432 LIST .25 I 'l'51' 32LF.t 306 39' 6-1/8" . -------~---------------~------~-~---------------------------------------------~~~~~~~-~:~-~~!~'.:-~~~!~~-~~~~!~~~!~'.:~~-~-----~~t-~:~:~-----~~S~!'.:~~~~-~~:'.:~~ BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD . INCHES 32.00 39.,. 6 +/8 13~1 1.27 TL· .40 LL -----------------**LOAD CRITERIA** --------~------.,--TO'l'AL LO~D = 306 •. PLF, LIVE LOAD= ~6~ P;LF. LIVE LOAD DEFLECTION SPEC!IFIE.D .AS· L/360 TOTL LOAp DEFLECTION SPECIFIED AS Lt 2.4·0 -----------.,---------------**TCX/CANT LOAD CRITERIA** -----~--~------------------- :i:., TCX LOADS: UNIFORM= 337. PLF. -----~--------------**BAS~C OIMENSIONS** --------~-~--~----~-LEFT RIGHT WK LENGTH END PANEL END P1~.N'EL 39.1771 5-1 0/0 5-1 0/0 LEFT.TC RIGHT TC END-PANEL END PANEL 3~ 9 0/0. 3-9 0/0 DEPTH DEPTH LEFT VAR DIM 1--4 0/0 RI'GHT VAR DIM INTERIOR PANELS 1-4 0/0 5 AT 5-4 0/0 DEPTH LEFT 32 0/0 30 718 CENTER RIGHT_ 32 0/0 32 ·0/0 (ACTUAL) 30 7/8 30 718 (EFF) TCX LEFT 1-6 1/2 TCX RIGHT o.-0 oro ---------~~-~~----**TRU.SS ANALYSIS** ----~----~--------EFF. WEB WEB .AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN 'WEB TOP CHORD BOT CHORD 1 548~2 3·0 .898 2 -.524 + 1173-8.4 10398.7 ·i 0 2 957.0 3.0.. 898 2-D -1.931 1'077. 7 9903.1 .o 3 816.8 30 .• 898 3 1 .• 924 5059.1 .o 12236.6 4 8'16. 0 30.898 4 -.966 + 5286.4 16039.5 •. o 5 816.0 30.898 V2 ,. ~0.00 816. o· 16039.5 ~o ''lt, 6 8-16. 0 3.Q. 898 5 .• 966 ... 4111.6 .o 18997.4 7 8'16~0. 30. 89.'8 6 -.966 + 2936.9 21110.1 .o -8 81,6 .• 0 3.0. 898 V3, ' • ooo: 8.16 .o 21110.1 .o 9 816.0 30·. 898 7 .966 1762.1 .o 22377. 7 10 816~0 30. 89'8 8 -.966 + 587 .4 22800.3 .o 11 81,6. 0 30. 8·98 V4 .000 816.0 2-2·800. 3 ~o 12 816-. O 30. S.98 BR .966 + 587.4 .o 223'77.7 13 816.8 30.898· .7R . -. 966 -' 1762..1 21110.1 .·O 14 957.0 3,0 .8·98 V5 • 000, 816.0 21110.1 . o-15 ~48.2 30 •. 898 . 6R .966 + 2936.9 .o 18997 •. 4 16 . o. .ooo 5R -. 966, -4111.6 16039.5 .o 17 .o .000' V6 .ooo· -816.0 16039.5 .o 18 .,o. .ooo 4R .'966 . + 5286.4 .o 122-36. 6 19 .o ~000 3R -1. 9,24 5059.1 9903.1 •. 0 20 ..• 0 .000 2-DR 1.931 1077. 7 ·_ 103:98. 1 .o 21 .o . 0.00 4R .. . 524 + ].1738.4 .o .·.o' / ' ~ ; '-~· -. .. .. ·,. .. ~ . . . . . :....,·:,. .. : .. - -' •• -·~ • -+ •• ... 1 -·· •• # ~ ' . .. . . . . . . . . . -_ ... ' .:• -' -..:. ~ .... : . -, . ' .. ' . . ' :,.).. -• ' ' ·.'... . l •· •• :. ·-···· ... - :.:'.: ,_,":·~ . ' _: .... • ' .... • I ~ • > . ' . . -. -: ... '._.:; . ,. ,.., ~.,, . ' · ...... : :: -·. • .. _ ,•:_·· ·:,_.._ .. -:-_.:4-,_"' '• 7 •• • PURITAN-BENNETT 94-9-432 LIST 25 T51 May 18, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 9824.4 9824.4 9356.2 9356.2 21540.9 21540.9 9356.2 9356.2 9824.4 9824.4 TC BC SEC 22 22 DESCRIPTION L 2 X 2 L 2 X 2 X.137 X.137 AXIAL RATIO .3275 .5100 .3119 .5365 .7180 .9381 .5365 .3119 .5100 .3275 AXIAL LOAD 22800. 22378. MOMENT UNI LOAD -4440.0 3882.8 -4440.0 427.2 -2176.0 1088.0 427.2 -4440.0 3882.8 -4440.0 K KL/R 1.00 40.3 1.00 161.3 BENDING BENDING STRESS RATIO 15588.3 .5196 5180.7 .2589 15588.3 .5196 570.0 .0242 7639.7 .2547 1451.7 .0640 570.0 .0242 15588.3 .5196 5180.7 .2589 15588.3 .5196 I FLRS 506.lDEV 6 154.5REQ 0 328.3REQ TL COMBINED RATIO .8471 .7689 .8315 .5607 .9727 1.0021 .5607 .8315 .7689 .8471 LENGTH 41-0 5/.8 30-6 1/8 SEC 22 DESCRIPTION AXIAL STRESS CBRMP BC L 2 X 2 X.137 21541. .7180 BOTTOM CHORD EXTENSION= 0-7 0/0 ~6~K£ tBX~ ~giDDii!: ~ai:6 ~ti~ L/240 LIVE LOAD DEV= 471.6 PLF **TCX DESIGN** SEC L 22 TC 40L BR BENDING MOMENT 4800. **END PANEL DESIGN**· AXIAL LOAD K LEFT 10398.7 1.00 RIGHT 10398.7 1.00 **WEB DESIGN** STEEL FY WEB NO DESCRIPTION 2 8 Ll-1/.4Xl-1/.4X.111 2D 18 Ll-1/2Xl-1/2X.145 3 22 L 2 X 2 X.137 4 8 Ll-1/4Xl-1/.4X.111 V2 8 Ll-1/4Xl-1/4X.111 5 22 L 2 X 2 X.137 6 8 Ll-1/.4Xl-1/.4X.111 V3 8 Ll-1Z4Xl-1Z4X.111 7 14 Ll-1Z2Xl-1Z2X.115 8 8 Ll-1Z4Xl-1Z4X.111 V4 8 Ll-1Z4Xl-1Z4X.111 SR 8 Ll-1Z4Xl-1Z4X.111 7R 14 Ll-1Z2Xl-1Z2X.115 V5 8 Ll-1Z4Xl-1Z4X.111 6R 8 Ll-1/4Xl-1/4X.111 5R 22 L 2 X 2 X.137 V6 8 Ll-1/4Xl-1/.4X.111 4R 8 Ll-1/4Xl-1/4X.111 3R 22 L 2 X 2 X.137 REQ S .160-DEV S .250 KL/R FLR WEB 68.9 1 2D 68.9 1 2D = 50000. PSI. REQ I .092 DEV-I .413 DEFLC IN. .154 LENGTH 1-6 1/.2 o-6 0/0 BEARING DEPTH 5.00 TO END BASEL NGM NGM B. DEPTH 3-9 0/.0 5 0/.0 3-9 0/0 5 0/0 MIN VERT SHEAR= 1498.5 LBS. END REACTION= 5994.1 LBS. REQ DEV REQ FILLET AVBL Q2 K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 1.00 172.2 + 11738.+ 15911. 7.lX .111 10.7+ .OB 1 1.00.117.9 -1206.-4447. 2.ox .137 3.3+ .0-1 1.20 105.3 -5059.-6974. 2.5X .137 4.1+ .0 1 1.00 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .0 1 1.00 125.4 -930.-2519. 2.ox .111 3.1+ .o 1 1.00 112.1 -4112.-6279. 2.ox .137 4.8+ .o 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .0 1 1.00 125.4 -930.-2519. 2.0X .111 3.1+ .0 1 1.00 149.9 -2157.-2205. 2.0X .115 4.0+ .0 1 1.00 180.5 + 2157.+ 7955. 2.4X .111 3.6+ .0 1 1.00 125.4 -930.-2519. 2.0X .111 3.1+ .0 1 1.00 180.5 + 2157.+ 7955. 2.4X .111 3.6+ .0 1 1.00 149.9 -2157.-2205. 2.0X .115 4.0+ .0 1 1.00 125.4 -930.-2519. 2.0X .111 3.1+ .0 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .0 1 1.00 112.1 -4112.-6279. 2.0X .137 4.8+ .0 1 1.00 125.4 -930.-2519. 2.0X .111 3.1+ .0 1 1.00 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .0 1 1.20 105.3 -5059.-6974. 2.5X .137 4.1+ .0 r ,.,,,,,.,, :_,.: -; ' '. ,. ,:,, ' '• PURITAN~BENNETT, 94-9-432 LIST 25, T51 *'*WEB DESIGN** STEEL ,FY -------------·- WEB NO DESCRIPTION . , 2DR 18 Ll-1/.2Xl-1/.2:X~ 145 2R. 8 Ll-li'4Xl-1/4X.).11 ~~-----~-~-------~-------* *BR:t:DGING' REQVIREM:E:NTS * * 50000. Q K 1, 1. 00 2 1.00 • M~y 18', i.'9 9:0 PSI. MI~NiE~iA3¥~~~,: §i§~:i ~~~: REQ DEV REQ FILLET AVBL 'KL/RAX ~oiD AX LQAD WELD SIZE, WELD SLOT 117.,9 -1206.-, 4,447. 2.0X .137 , 3.3+' .O 172.2 + 11738.+ 15911. 7.lX ~111 10.7+ .OB irc-niY_,=-~i:222~-iiiriiYi-: 1. 222,, wLEN/ ('I1C RYY> '= ,384. 613 WORKING LENGTH= 39~177 FT . BRlDGING SPACING ST~DMD AT 13.059 FT FOR 2 ROW(S) OF H-BRIDGING. ~--~-------------~-------NOTE: END PANEL SHORTENED DUE TQ SLOPE' OF WEB W3/W3·R ,_,' -,•' .-·: ~ './.' 'j,' -~', , ' -. ",-' 4, t1., • .. . . . . . . '.-.. '",_'' -~-..... · .,: ' ;· : '. -1 .. ' '·, ,;:;, .. . . ' ' :·· :- • • PURITAN-BENNETT 94-9-432 LIST 25 ·May 18, 1990 T52 32LH 306 40' 2-1/4 11 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 40-2 1/4 13.3 1.31 TL .41 LL **LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= 337. PLF. --------------------**BASIC DIMENSIONS** --------------------LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 39.8542 5-5 0/0 5-5 0/0 1-4 1/8 1-4 1/8 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-1 0/0 4-1 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT TCX LEFT TCX RIGHT 32 0/0 32 0/0 32 0/0 fACTUAL) 1-2 1/2 o-0 0/0 30 718 30 718 30 718 EFF} ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 599.3 30.894 2 -.490 + 12488.0 11212.4 .o 2 1008.8 30.894 2D -1.931 1136.1 10690.0 .o 3 817.6 30.894 3 1.916 5064.3 .o 13033.2 4 816.0 30.894 4 -.965 + 5286.7 16836.6 .o 5 .,816.0 30.894 V2 .ooo 816.0 16836.6 .o 6 816.0 30.894 5 .965 4111.9 .o 19794.8 7 816.0 30.894 6 -.965 + 2937.1 21907.8 .o 8 816.0 30.894 V3 .ooo 816.0 21907.8 .o 9 816.0 30.894 7 .965 1762.2 .o 23175.6 10 816.0 30.894 8 -.965 + 587.4 23598.2 .o 11 816.0 30.894 V4 .ooo 816.0 23598.2 .o 12 816.0 30.894 8R .965 + 587.4 .o 23175.6 13 817.6 30.894 7R -.965 1762.2 21907.8 .o 14 1008.8 30.894 V5 .ooo 816.0 21907.8 .o 15 599.3 30.894 6R .965 + 2937.1 .o 19794.8 16 .o .000 5R -.965 4111.9 16836.6 .o 17 .o .ooo V6 .000 816.0 16836.6 .o 18 .o .ooo 4R .965 + 5286.7 .o 13033.2 19 .o .000 3R -1.916 5064.3 10690.0 .o 20 .o .000 2DR 1.931 1136.l 11212.4 .o 21 .o· .000 2R .490 + 12488.0 .o .o ' ' • ,··· •• · · .PURITAN~BENNETT · · · 94-9-432 . LIST ·T52 -. . 2!;> .·M1;f¥ 18.,, 1:990 . --, ~ -----------------' --- **CHORD DESIGN** ____ .,:_, ____ _.;,;_.:,.. ____ _ $TE:EL FY. 50000. PSI AXIAL STRESS L END PAN,EL PP 9833. 8 . .L END PANEL MP 9.833. 8 L VAR PANEL l?P 9 3 7·5·. 6 L-VAR PANEL MP 9375.6 · · INT PAN-EL PP 20696. 7· INT PANEL MP 20696.7 R VAR PANEL MP 9375.6 R VAR PANEL PP 9375 •. 6 REND PANEL MP 9833.8 R END PANEL P:P 9 8.3 3 • 8 SEC DESCRI:E>TION T.C 2 3 . L: 2 X 2 X. 14 8 BC 22 L 2 X 2 X.137 AXIAL MOMENT .BENDING BENDING RATIO UNI LOAD STRESS RATIO .3278 -5241.3 11.12·2.3 .5707 • 52.43 4(564. 4 5'849. 4 • 3033 .312-5 -5241.3 ,17122.3 .5707 • 52:65 273. 2 34.2. 6 • 0·140 .• 6-899 -,2'J:76-. 0 7108. 5 • 2370 .8711 1088.0 1364.4 .0576 • 526·5 273. 2 342. 6 • 0140 .3125 -5241.3 17122.3 .57·07 .5243 4664 .• 4 5849.4 .3033 .3·;;:!78 -,5241.3 '17122.3 .f,707 AXIAL LOAD K. KL/R I FLRS 2'3·598. 1. 00 40". 4 524. 8DEV 2 23176. 1.00 161.3 16·2.7REQ .0 345.7REQ TL AXIAL STRESS CBRMP COMBINED RATIO .8985 .8275 .8833 .5405 • 926-8 .9287 • 540'5 .8833 .8275 .8985 LENGTH 41-4 3/.4 30-6 114 SEC D;ESCRIPT_ION BC . 2 2 L 2 X 2 X. 13.7 BOTTOM CHORD EXTENSION L/360 LIVE LOAD DEV =··· Tb'I'AL·LOAD FOR.DEFL. = 22295. • 7 4-3:2 = -o-7 0/0 3·09_. 7 PLF, L/240 LIVE LOAD. DEV = 3:06. 0 PLF. 464.5 PLF ---------------**TCX DESIGN.** ___________ .,:. ___ _ BENDING .. MOMENT 2949. REQ s • 098-DEV S ,~ 279 REQ I .044 DEV I .442 DEFLC IN •. .121 BEARING LENGTH. DEPTH 1-2 1-1.2 5.oo o~ 6 o/o ---------~----------...;;.~~-**END PANE'.l:i DESIGN** ------~--~----~--~~-. AXIAL LOAD LE·FT 11212 • 4 RIGHT l1212.4 K KL/R 1.00 ,75.5 1.00 75.5 TO END BASEL NGM NGM B •. DEPTH 4-1 0/0 · 5 0/:0 .,. ' ~' --------------**WE;B PES~GN** STEEL FY= --------------- WEB NO D;ESCRIPTION . 2 ,.-,8 L1-,.1/.4Xl-1 1.4X.111 2D 18 ·Ll-1]2X1~1~2X.145 3 22 L 2 X 2 X.137 4 B L1~1J4X1.,,.1/4X~111 V2. 8 Ll;-1/4Xl-1/4X. lll 5 22 L 2 X ~ X~l37 6 8 Ll-1/.4X1-,1/.4X.111 V3 8 Ll-1Z,4Xl-1/4~.111 7 14 Ll-1Z2-Xl-1Z2X.115 8 · 8 L1...;1Y.4Xl-1Z4X.111 V4 8 L1-1z 4x1-1.z 4·x.1·11 8R 8 Ll-lj4Xl-1/4X~lll . 7R 14 Ll-1Z2Xl-1Z2X.115, V5 8 Ll...;1]4Xl-iZ4X~1ll 6R 8-Ll-1/4Xl-1/4X.lll, SR 22 L 2 X 2 X..137 .. V6 8.· Ll.--1/ 4Xl-1/. 4X .. 111 · 4R 8 Ll-li'4Xl-l/4X.lll. 3R 22 L 2 X 2 X. 13 7 · l ,·. -... .._ ..... -. '' . " ·.·_: ' • '. : • .. ' -• .1 ' • ' ~ : .. ... .. : "---:!::.~;··~.\-~·.'.::··.·· -~. -·~-. _"' ,,:· .... ,1 ••• • •• : - 4-1 o,o 5 0/0 50~000 •. PSI. MIN VERT. SHEAR = . END REACTION= REQ· DEV Q K KL/RAX LOAD AX LOAD 2 1.00· 181.,5 + 12488.+ 15911. 1 1.00 11,7.9--1269.-4448. 1 1.2.0 105.4 ~ 5064.-6S66. 11.00 180~5 + 5287.+ 7955. 1 1.00 125.4 -93·4.-2·520. 1 1. 00 112· .1 -4112. -6'280. 11~00180.5 + 2937.+ 7955. 1 1.00 125~4 ~ . 934.-2520. 1 1.00· 14g_9 -2195~-2206. 1 1. 00 .180 .·5 + .219.5. + 7955. 1 1.00 125 •. 4 -934.-2520. 1 1. 00 180 .• 5 + 2.195 •. + 7955,. 1. 1. o.o: 149,. 9 -2195,. ~ 2206 • 1 1.00 125 •. 4 -934~-2520. 1 1 .. 00 180.5 + 2937.+ 79·55. 11.00112~1 -4112~~ 6280. . 1 1!00 125~4 · 934.---2520. '11 .. -00 180r5 + 5287.+ 7955. 1 1.20 105..4 -50'64~-6966. '•'·~-..... . ... . . -. . ~ .. -. . ~ .. 1524.4L'BS. 6097. 'J DBS. REQ FILLET· AVBL WELD SIZE WELD SLOT 7.6X .111 10.9+ .• OB 2.ox .137 3.3+ .o 2.5X .1~7. 4.1+ .O 3 • 2X. .111 3 • 6+ • O 2.ox .111 3.1+ .o 2.ox .137 4.8+ .o 2.4X .111 3.6+ .O 2.ox .111 3.1+ ~o 2.ox ~115 4.o+ .o 2 • 4X •. 111 3 • 6+ • O 2.0X .111 3wl+ .O 2.4X .111 3.6+ .O 2.0X .115 4.0+ .O 2.0X .111 3.1+ .O 2.4X .111 3.6+ .O 2.ox .137 4~8+ .o 2. OX • 11.1 3. I+ • 0 3.2X .111 3.6+ .O 2.5X .137 4.1+ _o • •• ? -~_;.: 1~_:: ::-.. _':!;i .::-•'. (. . . -. -. . . . ' . ~ . . . . ' . . : .... , ·:· . . -~· . . . '.' .:_ ' _,._ . . ... . ..... ' '" • •I .:--,--' . . . ~.-.':"·--· ··~ ' • PURITAN-BENNETT 94-9-432 LIST 25 T52 **WEB DESIGN** STEEL FY WEB NO DESCRIPTION 2DR 18 Ll-1/.2Xl-1/.2X.145 2R 8 Ll-l14Xl-114X.111 **BRIDGING REQUIREMENTS** ------------------------- = 50000. Ql K 1.00 2 1.00 • May 18, 1990 PSI. MIN VERT SHEAR= 1524.4 LBS. END REACTION= 6097.7 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 117.9 -1269.-4448. 2.0X .137 3.3+ .0 181.5 + 12488.+ 15911. 7.6X .111 10.9+ .OB TC RYY = 1.225, BC RYY = 1.222, WLEN/(TC RYY) = 390.414 WORKING LENGTH= 39.854 FT BRIDGING SPACING STANDARD AT 13.285 FT FOR 2 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R I .... : ' •• ~ . ' . " • _.May 18, · 199.0 ----,-"----~-----~--*-*LOAD CRITERIA**. -~------.... --~-------TO'J;'AL LOAD == 306. · PLF:, · J;.iIVE LOAD = 96. PLF. LIVE. LOAD DEFLECTION .SPE.CIFIED .AS L/ .3 6 o. TOTL LOAD DEFLECTION SP~CIFIED_.AS L/240 ---------.... -~------~~ **l3ASIC .DIMENS.IONS** !""9--~-~ .... --------------: . LEFT .. RIGHT . RIGHT WK LENGTH 'END PANEL END PANEL 3~-6250-5-4 0/0 5-4 0/0 LEFT ·VAR DIM l;·-3 . 3/ 4 VAR DIM INTERIOR PANELS 1-3 3/4 5 AT 5-4 0/0 E~EFiJiL ~~g~iJ~L 4-o ·o;o 4~ o o/o DEPTH DEPTH CENTER RIGHT DEPTH LEFT 32 0/.0 30 7/f!, 32 0/.0 3.2. 0/.0' (ACTUAL) 30 7]8 30 7]8 (EFF) --~------~--------**TR,USS AN~LYSIS*·* --~~--.~-~-.---~--E·FF WEB sE~~E. pp LOAD-LBS . DEPTH MEM 1 586.5 30.894 2 -.• 498 2 991.3 30. 894, .2D -1.9-31 3 812.8 30.894 3 1 .• 962 4 816.0 30-.894 4 ·-.965 5 816 .• 0 30. 894. V2 • 00.0 6 · 816 .• 0 3-0~.894 ·5 .9 .. 65 7 81.6'. 0 3.Q: .• 8'94' 6 ·-. 9,65 8. 816.0 '3:0. 894 V3 .ooo 9 81'6". 0 30.894 7 .965 10 8.16.·0 3·0. 8Ef4 8 -•. 965.,,, 11, 816 .•. o 3.0. 894 V4 .:000 · 12 ,8-16. 0 30.894 8R .-965 13 ,812. 8 3·0. 89'4 7·R -.965 14 · 991.3 ~ 30. 89.4 ·V5 .ooo · 15 586.5 3'0·. 8.94 6R .• 96·5 16 .·o .000 5R ..... 965 17 •. o .ooo V6 .ooo 18 .,0 • 00.0 4R .965 19 .o .-000 3R .... 1. 9'62 20 .o .ooo 2DR 1. 9·31 21 .o . oo:o .'2·R .4·98 AXIAL .LD · IN WEB + 12278:5 1116.4 5034.0 + 5286.7 --,8.16.0 4111.9 + 2937.1 816~0 '17,62. 2 + '5'87. 4 81.6. O ·+ 587. 4, -.1762. 2 816:. 0 ·+ 293-7.1 ·-4111.9 816.0 + 5286.7 5034.0 1116 • .4 + 12~,78. 5 .. ,.. ' AXIAL LD TOP CHORD 1098·9. 7 1047-6.3 .o 16566.0 16566.0 .o 21637. 2 21-637. 2 .o 23327. 6 23327.6 .o 21.637. 2 21637.2 .o 16566.0 16:566. 0 .o 10476. 3 1·0989. 7 ' .. , •' ,. • 0 AXIAL LD BOT CHORD .o • o· 12762 .• 6 .o • O· 1952·4 .2 • .0 .o 2290·5~ o. .o .o 22905. 0 .o ~o 19524.2 .o .o 12762.6 .o .o .·O M-.. · ' '•<' ,. .. ·:~ .. -.... ... ,.. 'l•' PURITAN-BENNETT 94-9-432 LIST 25 T53 -• May 18, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 9638.4 • 3213 -5019.6 LEND PANEL MP 9638.4 .5068 4468.4 L VAR PANEL PP 9188.2 .3063 -5019.6 L VAR PANEL MP 9188.2 .5113 267.3 INT PANEL PP 20459.4 .6820 -2176.0 INT PANEL MP 20459.4 .8611 1088.0 R VAR PANEL MP 9188.2 .5113 267.3 R VAR PANEL PP 9188.2 .3063 -5019.6 REND PANEL MP 9638.4 .5068 4468.4 REND PANEL PP 9638.4 .3213 -5019.6 •• BENDING STRESS 16398.1 5603.7 16398.1 335.2 7108.5 1364.4 335.2 16398.1 5603.7 16398.1 BENDING RATIO .5466 .2824 .5466 .0136 .2370 .0575 .0136 .5466 .2824 .5466 COMBINED RATIO .8679 .7892 .8529 .5250 .9189 .9186 .5250 .8529 .7892 .8679 SEC DESCRIPTION AXIAL LOAD K KL/R I FLRS LENGTH 39-11 1/.2 30-5 1/2 TC BC BC 23 22 SEC 22 L 2 X 2 X.148 23328. 1.00 40.4 L 2 X 2 X.137 22905. 1.00 161.3 DESCRIPTION AXIAL STRESS CBRMP L 2 X 2 X.137 22039. .7346 BOTTOM CHORD EXTENSION= 0-7 0/0 524.8DEV 2 159.9REQ 0 339.7REQ TL L/360 LIVE LOAD DEV= 315.1 PLF, L/240 LIVE TbTAL LOAD FOR DEFL = 306.0 PLF. LOAD DEV= 472.7 PLF --------------------**END PANEL DESIGN** --------------------AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 10989.7 1.00 73.8 1 2D 4-0 0/.0 7 1/.2 RIGHT 10989.7 1.00 73.8 1 2D 4-0 0/0 5 0/0 --------------**WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 1515.7 LBS. --------------END REACTION= 6062.6 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-1/.4Xl-1/.4X.111 2 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB 2D 18 Ll-1/~Xl-1/2X.145 1 1.00 117.9 -1248.-4448. 2.0X .137 3.3+ .o 3 22 L 2 X 2 X.137 1 1.20 104.9 -5034.-7018. 2.5X .137 4.1+ .o 4 8 Ll-1/.4Xl-1/.4X.111. 1 1.00 180.5 + 5287.+ 7955. 3 .2X .111 3.6+ .o V2 8 Ll-1/4Xl-1/4X.lll 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 5 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.0X .137 4.8+ .o 6 8 Ll-1/.4Xl-1/.4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o V3 8 Ll-1Z4Xl-1Z4X.111~ 1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o 7 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149:.9 -2182.-2206. 2.0X .115 4.0+ .o 8 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o V4 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 8R 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o 7R 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2182.-2206. 2.0X .115 4.0+ .o V5 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 6R 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o 5R 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.ox .137 4.8+ .o V6 8 Ll-1/.4Xl-1/.4X.111 1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o 4R 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .o 3R 22 L 2 X 2 X.137 1 1.20 104.9 -5034.-7018. 2.5X .137 4.1+ .o 2DR 18 Ll-1/.2Xl-1/.2X.145 1 1.00 117.9 -1248.-4448. 2.0X .137 3.3+ .o 2R 8 Ll-1/4Xl-1/4X.111 2 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB ••• , ·.• . ,' ' ~ ' ' ·· PURITAN-BENN·ETT · 94.,._9.-· 432 · EIST ,·T53 -----------~--·-----------*·*BRIDGING REQUIREMEN'J;:1S ** -------------~-----~--~-- ·,·,·· May 18., 19,90 TC RYY = 1. 225,, BC., RYY _,= . 1. 222, WLEN/ (TC RYY) = 388 .169 . WORKING LENGTH = 3 9. 625 FT BRIDGING SPACING STANDARD AT 13.208 FT fOR 2 ROW(S) OF H-BRIDGING. ---------~---·-------~------NOTE: END PANEL SHORTENED DUE TO · SLOPE OF WEB W3'/W3R .., . 'i;fo,.' ... • ~ .. , ~ • • • ' 4. •• • .... ' ,:· ... ··:_ :, -:::,-..:·' ', ; .. '' . -. · .. '-: .. ··, .. ;-. ..,-:· .. •• • .. ,, '". ~·.:' ::;".';:,,.'' -,·: '"' '.' • ,·. ··~-:. ·~· '-~~~,· ~4 -•• ' •l<..,_, ·-·:· ·.· .. :; ;-.~:-:,.::;:;_/":.,, ./ t;;<\~;)?:~,_:\:~}'.~-·::··: _, ,, _,,', : \ .. _ ... . '. ~-... .. ,, ', . : '/"' . ! •• • PURITAN-BENNETT May 18, 1990 94-9-·432 LIST 25 T54 32LH 306 39' 7-3/811 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 39-7 3/8 13.1 1.28 TL .40 LL **LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/.360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 39.2813 5-2 0/0 5-2 0/0 LEFT VAR DIM 1-3 5/8 VAR DIM INTERIOR PANELS 1-3 5/8 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-10 0/0 3-10 0/0 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 32 Of.O 30 718 32 0/.0 32 0/.0 (ACTUAL) 30 718 30 718 (EFF) **TRUSS ANALYSIS** pp 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 LOAD-LBS 561.0 965.0 812.0 816.0 816.0 816.0 816.0 816.0 816.0 816.0 816.0 816.0 812.0 965.0 561.0 .o .o .o .o .o .o EFF DEPTH 30.898 30.898 30.898 30.898 30.898-30.898 30.898 30.898 30.898 30.898 30.898 30.898 30.898 30.898 30.898 .ooo .000 .000 .ooo .000 .000 WEB MEM 2 2D 3 4 V2 5 6 V3 7 8 V4 8R 7R V5 6R 5R V6 4R 3R 2DR 2R WEB SLOPE -.515 -1.931 1.970 -.966 .ooo .966 -.966 .ooo .966 -.966 .ooo .966 -.966 .ooo .966 -.966 .ooo .966 -1.970 1.931 .515 AXIAL LD IN WEB + 11901.8 1086.7 ·5028.8 + 5286.4 816.0 4111.6 + 2936.9 816.0 1762.1 + 587.4 . 816. 0 + 587.4 1762.1 816.0 + 2936.9 4111.6 816.0 + 5286.4 5028.8 1086.7 + 11901.8 AXIAL LD TOP CHORD 10581.2 10081.5 .o 16161.0 16161.0 .o 21231.5 21231.5 .o 22921.7 22921.7 .o 21231.5 21231.5 .o 16161.0 16161.0 .o 10081.5 10581.2 .o AXIAL LD BOT CHORD .o .o 12358.0 .o .o 19118.8 .o .o 22499.1 .o .o 22499.1 .o .o 19118.8 .o .o 12358.0 .o .o .o -. ; ' ••••• • .. PURITAN-:BENNETT · 94-9-432. 'LIST T54 ----------------. -. -. 2·5 M?LY ).8, . 1990: **CHORD DESIGN** $TEEI:, FY= 50000. PSI ----~--~------------ LEND PANEL PP L. END PANEL MP L VAR PANEL ·PP L VAR·PANEL MP . INT PA:NEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL.PP REND PANEL MP REND PANEL PP AXIAL STRESS 9996.7 9996.7 9524.6 9524. 6. 21655.6 21655.6 9524~6 9524.6 9996.7 9996.7 TC BC SEC 22 22 DESCRIPTI-ON L 2 X 2 L 2 X 2 :X.137 'X.137 DESCRIPTION AXIAL . MOMENT RATIO UNI LOAD .• 3332 -4615. 9 • 5253 4·078. 8 .3175 ":""4615.9 • 5415 3·3,9. 6 .7219 -2176.0 • 9431 10.8'8. O .5415 339.6 .3175 -4615.9 • 5253· 4078. 8 .3332 ~4615.9 AXIAL LOAD K . KL/~ 22922. 1.00 40~3 22498. 1.00 161.3 AXIAL s·TRESS CBRMP BENDING BENDING STRESS RATIO '16'205. 9 • 5402 5442. 3 . 2784 16205.9 .5402 453.2 .0192 7~39.7 .2547 1451. 7 • 0641 453.2 .0192 16205.9 .5402 5442.3 .2784 16205.9 .54-02 I FLRS 50.6. lDEV 6 · 155.8REQ 0 331.0REQ TL co~~~~D .8734 .8038 .8577 .5607 .9765 1. 0:072 .5607 .8577 .8038 .8734 LENGTH 39-7 3/.8 30-5 3/8 BC SEC 2z L 2 X. 2 X.137 BOTTOM CHORD EXTENSION L/360 LIVE LOAD DEV= TOTAL LOAD FOR DEF,L = 21656~ .7219 = Q,-7 0/0 . 311.9 PI,F', L/~40 LIVE 3·06 .·o PLF. LOAD DEV= 467.9 PLF -----------~--------**END PANF;L DESIGN** ---------------------AXIAL LOAD LEFT' . 10581. 2 RIGHT 10581.2 K 1 .. 00 1~00 .. KL/R 70.5 ,70.5 FLR WEB TO END BAS·EL NGM NGM .B. DEPTH .1 ·20 1 2D 3-10 0/.0 5 0/.0 3-10 0/0 '5 0/0 '**WEB DESIGN** STEEL FY -------~-~----- WEB NO DESCRIPTION . 2 g. Ll-1/ 4Xl~l/. 4X. lll 2D 18 L1-172x1~112x.145 3 22. L 2· X 2 Xrl37 4 B Ll-1/.4Xl-1/.4X.111 V2 8 Ll-l/4Xl-1/4X~).~1 5 2 2 L 2 X 2 . X •. 137 6 8 Ll-1/4Xl-1/.4X.111 Vj· 8 Ll-1Z4X1~1Z4X.111 7 14 L1-1Z2Xl-1Z2X.115 8 ~ Ll--1Z4Xl,..1Z4·,xolll V4 8-~Ll·-·lZ 4X~-1Z 4X.111. .8R 8 Ll-1/4X1-1/4X.lll 7R 14 Ll-1l2Xl-1Z2X.115 V5 8 Ll-1/4X1~1Z4X.lll 6R 8 L1-1/4Xl-1/4X~111 5R 22 L 2 X 2 X.137 V6 8 Ll-lf.4Xl-1/4X.111 4R 8 Ll-1.14Xl-1/ 4X. 111 3R 22 L 2 1 X. 2 X.137' 2DR 18 Li-1/.2Xl-1/.2X.145 2R 8 Ll-1/4Xl-1/4X.111 . --· ,' ' .. :.· 50000. PSI. .MIN VERT . .SHEAR = END. REACTION= . REQ . DEV Q K KL/RAX LOAD AX LOAD 2 1. 0.0 174,. 5 + 119·02. + 15911. 11.00 1'17.9 -1216.-4447. 1 1.20 104.8 -502:9.-7026. 1 lrOO 180.5 + 5286.+ 7955. 1 1.00 125 .• 4 -.931.-2519. 1 1.-00 112:1 -4112.-6279. 1 lLOO 180.5 + 2937.+ 7955. 1 1.00 125.4,.. '931~-2519. 11.00 14Q.9 -2163.-2205. 1 1.00· 180.5 + 216'3.+ 7955. .1 1.00 125.4,... ,931.-2519. 1 1.00 180.5 + 2163.+ 7955. 1 1.00 14,9.9 -2163.-22·05. 11.00 125.4 ~ 931.-t519. 11.00 180.5 + 2937~+· 7955. 1 1.00 112.1 ~ 4112.-6279. 1 1~00 125.4 ~ 931~-2519. 1 1.00 .180.5 + .528·6.+ 7955. 1 1.zo 104.8 -so29.-1026. 1 1.,0·0: 117.9 -1216,.-,4447. 2 .1.00 174~5 + 11902.+ 15911. -' ,.: .... -~,' -' .... , : ~_._,. ... . ·· .. , . . ·-= ' ' :• . . ~ .. -.. -. . . . . · ... ,;_ .-·.: ·,,.,7·-~,t-~ · .. · .· --:· 1502.5 LBS. 60·10. 0 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 7.2X .111 10.8+ .OB 2.ox .137 3.3+ .o 2.5X .137 4.1+ .O 3.2X .111 3.6+ .O 2.0X .111 3.1+ .O 2.0X .137 4.8+ .O 2.4X .111 3.6+ .O 2.ox .111 3.1+ .o 2 • ox • 115 4. o+ • o . 2.4X .111 3.6+ .O 2.ox ~111 s.1+ .o 2.4X .111 3.6+ .O 2.ox .115 4.o+ .o 2.0X .lli 3.1+ .O 2.4X .111 3.6+ .O 2.0X .137 4.8+ .O 2.0X .111 3.1+ .O 3.2X .111 3.6+ .O 2.5X .137 4.lt .O 2.ox .137 3.3+ .o 7.2X .111 10.8+ .OB ,:. ' -~~ ~,:'.;;; .:~., ---:~ :·.· -:~-:~: :.-~.:: ." .,,;,.,~. -...-:· . ·.;:: ·.: ~~:-. : :·' ; ~ . ; . ~ .:-' ~ ..... --,,.,,: ,.,. .. : ". . ..... , : ' •. '.: i· ., ' ~-. ~ PURITAN-BENNETT 94-9-432 LIST 25 T54 •• -------------------------**BRIDGING REQUIREMENTS** ------------------------- -·· May 18, 1990 TC RYY = 1.222, BC RYY = 1.222, WLEN/(TC RYY) = 385.636 WORKING LENGTH= 39.281 FT BRIDGING SPACING STANDARD AT 13.094 FT FOR 2 ROW(S) OF H-BRIDGING. -------------------------NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R •.. _,.· --. . . ' ., :··· ' .... PURITAN-BENNETT . May 18 ·1990 . 94-9~ 4-3·2· LIST · 25 .. · . . . ' . 1 T55 ·32LH 306 . 3'9' 11·-1,12·11 ;;-LONG-SPAN-JOIST-DE;tGN--REQUlREMENTS** ______ sir-SPECS _____ VULCRAFT~EN;-DEPT*; -------~---------------~----------:-'.9--------~--------------------------------------···-· BRIDGING. LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING. STANDARD ST.ANDAAD INCHES .. ~~ • 0 0 3 9-11 1 / 2 . 13 • 2 · · 1. 2 8 TL .40 LL -----------------. **LOAD CRITERIA:** -~--~----~-------TOTAL I,10AD = 3 06. PLF', LIVE LOAP ;::: 96. :i?LF • . LIVE LOAD DEFLECTION SPE.CI.FIED AS Lf..3 6'0 TQTL. LOAP DEFLECTION SPECIFIED AS L/'240 ---------~------------.**BASIC.DIMENSIONS** ---------~~------~---~· LE:FT RIGHT . RIGHT WK LENGTH END PANEL END.PANEL 39·. 6250 5·-4 0/0 5-4 0/0 LEFT VAR DIM 1-,. 3 3./4 VAR .DIM INTERIOR PANELS 1-3-3/4 5 AT 5-4 0/0 .LEFT ·ire'. RIGHT TC END PANEL END PANEL 4-0 0/0 4-O 0/0 DEPTH DEPTH DEPTH . ~~F6t:o ~~N6'--~ ~!~~Jo (ACTUAL) 3.0 7/8· 30 7Y8 30 7/8 (EFF) ------------------**TRUSS ANALYSIS** ---~--~-----------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 58,6. 5· ·30.894 2 -. 4.98 2 991.3 3·0 .894 2D -1 •. 9;3,1 3 812.8 30.894 3 1.962 4 816,. 0 30_ .• 894 4. -.965 5 816,. 0 30.894 V2 .ooo 6 816,. 0 . 3.0. 894. 5 .965 7 81°6 .·O 30 •. 894 6. -.965 8 816 .• 0 ,3·0,.894 V3 • 00'0. 9 81·6. O 30·.,a94 7 • 9'65 10 ·816. 0 30.894 . 8. -.965 11 8-16 .o 30.894 V4 .QO,O -12 816.0 30.894 SR .965 1:3. 81-2-~-8 .,3Q.894 'ZR' -~965 14 991.3 30 .• 894 V5. .ooo 15 586.5 30.8~~ 6R -~965 16 .o .000 5R ,-.965 17 .:0. .'000 V.6 .oo.o 18 .o .·OOO 4R .965 19 .o .ooo 3-R -1~96'2 2.0 .o .000 2DR i.93'1 21 .o .·000 2R .498 . ,:, .' AXIAL LD AXIAL LO AXIAL·.LD 'IN WEB TOP.CHORD BOT CHORD· .+ +2278 .• 5. 10989.7 .·O .1116 .4 · 10476.3 .o -:-5034.0 • 0 12762.6 + 5286.7 16566.0 ..·o .,. · 816 ~ 0 16566.0 .o ·4111.9 .o 19524.2 + 29:37 .1 21637.2 .o 816.0 21637.2 •. o 1762 .• 2 .o 22905.0 + 5.87. 4 23327.6 .o ... 816 •. 0 233.27. 6 .• 0 + 587 .4. .o 22905.0 1762 ~-2 -21637.2 .o · 816 •. o 21637.2 .o + 2937.1 .o 19524~2 -· ·4111.·9 16566.0 ~o ..,. .. 8.16.Q' 16566 .• 0 ~0-+ 5'286. 7 .o 12762.6 !1111! .5034 .• 0 10476.3 .·o 1116.4 10989.7 .o + 12278.5 .o .o ' .... -.... -~... ..:_". ·-... ~ ' ~ . . -· ,,-.. I"•'~,· ... :.:·:-~~-~----: . ., ._ ·~. . ' }" ,' .. !, • ' ~ "--~ --.: • ·PURITAN-BENNETT 94-9-432 LIST 25 T55 • May 18, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 9638.4 .3213 -5019.6 LEND PANEL MP 9638.4 .5068 4468.4 L VAR PANEL PP 9188.2 .3063 -5019.6 L VAR PANEL MP 9188.2 .5113 267.3 INT PANEL· PP 20459.4 .6820 -2176.0 INT PANEL MP 20459.4 .8611 1088.0 R VAR PANEL MP 9188.2 .5113 267.3 R VAR PANEL PP 9188.2 .3063 -5019.6 REND PANEL MP 9638.4 .5068 4468.4 REND PANEL PP 9638.4 .3213 -5019.6 • BENDING STRESS 16398.1 5603.7 16398.1 335.2 7108.5 1364.4 335.2 16398.1 5603.7 16398.1 BENDING RATIO .5466 .2824 .5466 .0136 .2370 .0575 .0136 .5466 .2824 .5466 COMBINED RATIO .8679 .7892 .8529 .5250 .9189 .9186 .5250 .8529 .7892 .8679 SEC DESCRIPTION AXIAL LOAD K KL/R I FLRS LENGTH 39-11 1/2 30-5 1"/2 TC 23 L 2 X 2 X.148 23328. 1.00 40.4 BC 22 L 2 X 2 X.137 22905. 1.00 161.3 SEC DESCRIPTION AXIAL STRESS CBRMP BC 22 L 2 X 2 X.137 22039. .7346 BOTTOM CHORD EXTENSION= 0-7 0/0 524.8DEV 2 159.9REQ 0 339.7REQ TL L/360 LIVE LOAD DEV= 315.1 PLF, L/240 LIVE TOTAL LOAD FOR DEFL = 306.0 PLF. LOAD DEV= 472.7 PLF **END PANEL DESIGN** AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 10989.7 1.00 73.8 1 2D 4-0 0/0 4 1/2 RIGHT 10989.7 1.00 73.8 1 2D 4-0 o,o 5 0"/0 --------------**WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 1515.7 LBS. --------------END REACTION= 6062.6 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-1/4Xl-1/4X.111 2 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB 2D 18 Ll-ll2Xl-ll2X.145 1 1.00 117.9 -1248.-4448. 2.0X .137 3.3+ .o 3 22 L 2 X 2 X.137 1 1.20 104.9 -5034.-7018. 2.5X .137 4.1+ .o 4 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .o V2 8 Ll-ll4Xl-ll4X.111 1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o 5 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.ox .137 4.8+ .o 6 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o V3 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 7 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2182.-2206. 2.ox .115 4.0+ .o 8 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o V4 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o SR 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o 7R 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2182.-2206. 2.0X .115 4.0+ .o V5 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 6R 8 Ll-ll4Xl-ll4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o 5R 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.0X .137 4.8+ .o V6 8 Ll-1/4Xl-1/4X.111 1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o 4R 8 Ll-ll4Xl-ll4X.111 1 1.00 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .o 3R 22 L 2 X 2 X.137 1 1.20 104.9 -5034.-7018. 2.5X .137 4.1+ .o 2DR 18 Ll-1/2Xl-1/2X.145 1 1.00 117.9 -1248.-4448. 2.0X .137 3.3+ .o 2R 8 Ll-ll4Xl-ll4X.111 2 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB ·PURITAN-BENNETT , . ·94·-9--432 LIST ·25' . T5.5 •••• . . . . -. ' -' . ' -------------------------**BRIDGI;NG REQUIREMENTS** -------~----~-------~~--~ ••• M~y :t:.a, 1Q90 TC RYY =-.1.225, B'C RYY = 1.222, WLEN/(TC R!(Y) =!= 388.169 WO:RKING LENGTH .= .. 39. 625 FT . BRIDGING SPACING STANPAAD AT 13.'208 FT FOR 2 ROW(.S) OF H-BRIDGING. ----------------·-----------NOTE:. -END PANEL SHORTENED DUE 'TO SLOPE OF WEB' W3/W.3R ~> ... ' . -· :,: • ~ I • • •, _, .. , .. -·. . . .. --... -.. ~, . . ' ,. :· ,, ... ·: j #. :-!-.:--· • ·: • ~: : ••• -• ' ·~--•••• ' . ·. ~ ' ' . -... . , -. ' ., .. ·,· ·.-: ... ,/;_._._. -:·;· .· .. ·. ·-·~-· ._·,:~ . · .. . -·; -. -.,~ __ .. _ .; --- . " : •. ~ '.:..·-,•. ~ , ., ,,, ~ ' ~ .. · : -·.· -~ .. -~ . ~ ---. . . -, . ·-. , . ' .· '1 , , ,~.~-• ''*' I_ •• •• •,;: ., I . ' ... -.~ . ·.. . • •• PURITAN-BENNETT 94-9-432 LIST 25 May 18, 1990 T56 32LH 306 39' 7-3/811 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 39-7 3/8 13.1 1.28 TL .40 LL **LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 --------------------**BASIC DIMENSIONS** --------------------LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 39.2813 5-2 0/0 5-2 0/0 1-3 5/8 1-3 5/8 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-10 0/0 3-10 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 32 0/.0 30 7'/8 32 0/.0 30 718 32 0/.0 f ACTUAL) 30 718 EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LO pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 561.0 30.898 2 -.515 + 11901.8 10581.2 .o 2 965.0 30.898 2D -1.931 1086.7 10081.5 .o 3 812.0 30.898 3 1.970 5028.8 .o 12358.0 4 816.0 30.898 4 -.966 + 5286.4 16161.0 .o 5 816.0 30.898 V2 .ooo 816.0 16161.0 .o 6 816.0 30.898 5 .966 4111.6 .o 19118.8 7 816.0 30.898 6 -.966 + 2936.9 21231.5 .o 8 816.0 30.898 V3 .ooo 816.0 21231.5 .o 9 816.0 30.898 7 .966 1762.1 .o 22499.1 10 816.0 30.898 8 -.966 + 587.4 22921.7 .o 11 816.0 30.898 V4 .ooo 816.0 22921.7 .o 12. 816.0 30.898 SR .966 + 587.4 .o 22499.1 13 812.0 30.898 7R -.966 1762.1 21231.5 .o 14 965.0 30.898 V5 .ooo 816.0 21231.5 .o 15 561.0 30.898 6R .966 + 2936.9 .o 19118.8 16 .o .000 5R -.966 4111.6 16161.0 .o 17 .o .000 V6 .ooo 816.0 16161.0 .o 18 .o .ooo 4R .966 + 5286.4 .o 12358.0 19 .o .ooo 3R -1.970 5028.8 10081.5 .o 20 .o .ooo 2DR 1.931 1086.7 10581.2 .o 21 .o .ooo 2R .515 + 11901.8 .o .o : I ',' , .. .• -. .. . PURITAN-BENNETT· ·94-9-432 LIST 25 ~ay .. 18,. 1990 .. T56 · --~---~--~------~*CHORD DESIGN** STEEI,i ·FY· = 50000. PSI MOMEN-T UNI LOAD -'4615.9 4078~8 -4615·. 9 339.6 -2176 .• 0 1088. O: 339~6 -4,615. 9 4078.8 ... 4.61'5. 9 -----~----------AXIAL STRESS LEND PANEL PP 9996~7 L END PAN·EL MP 9996. 7 L VAR .PANEL PP 952·4 .6 L VAR PANEL MP 9524.6 INT PANEL PP 21655.6 INT PANEL .MP 21655-. 6 R VAR PANEL MP 9524.6 R VAR PANEL PP Q524-. 6 R END PANEL MP' 9996 •. 7 R END PAN$L Pl;> 99-96 :·7 SEC DESCRIPTION TC 22 L 2 X i X.137 BC 2 2 L 2 X 2 X .137 · --------------------**ENI) ·PANEL DESIGN** -------~---~-------~ AXIAL RAT.IO. --~ 3-332 •. 5253 · .• 3175 .5415 ,. 7219 • 943.1 .5415 .•. 3175 ..• 5253 .• 33.32 AXIAL LOAD 22922. :t~499·. K KL/R 1.00 40 •. 3 1. 00 161 .• 3 AXIAL STRESS CBRMP 21656. . 72.19 BENDING BENDING STRESS RATIO 1~205.9 .5402 54,42. 3 • 2784 16205.9 .54P2 453. 2 •. Ql.92 '7639. 7 • 2547 145,1. 7 • 0641 453 .• 2 • 0.192 16205.9 .5402 5442.3 .2784 16205.9 .5402 I FLRS 506.lDEV 6 155.8REQ 0 331.0REQ TL == o-7 0/0 . 311.9 PLF,· L/240 ;L;I;VE LOAD DEV= 30'6. 0 PLF~ . COMBINED RATIO .8734 .8038 .8577 .5607 .9765 1.0072 .5607 .8577 .8038 .8734 LENGTH 39,.. 7 3/8 3·0-5 3j'8 467.9 PLF AXIAL LOAD K LEFT. . 1058.1.2 1. o.o KL/R FLR 70.5 1 WEB. 20 20 TO END BAS·EL NGM NGM 3-10 0/0 -B. DEPTH 5 0/0 5 0j'0 RIGIIT 10581 •. 2 1.00 70.5 1 3-10 0"[CJ' ~-------------**W,EB .DESIGN** STEE!L 'FY ------!'---,--~--~ WEB NO · DESCRIPTION 2 8-Ll;..1/4X1-1/4X.111 ~D·½~ Ll-1/2Xl..,.lj'2X.145 L Z .X 2 Xrl37 4 8 t1-1[4X1~1/4X~111 V2 8 L1-1/4Xl-lj'4X.111 5 22 L 2 X 2 X.137 6 8 Ll-1/ 4Xl-1/ 4X.111. V3 8 L1-1Z4Xl-1Z4X.111 7 14 .L.1-1Z2Xl-1:/2X.115 8. 8 L1~1Z4X1~1Z4X.111 V4 8. Ll""'.lZ 4Xl-·1Z 4X.111, 8R ~ L1-1Z4Xl-1Z4X.111 7R 14 L1-1Z2Xl..,.1Z2Xill$ V5 S Ll-1Z4X1~1Z4X.111 6R 8 Ll-.1i'-4Xl--1/4X.111 5R 22 L 2. X 2 X.137 V6 8 ·L1-1/4Xl~l/4X~lll· 4R 8 L1-lj'4Xl-1j'4X.111 3R 22 L 2 X 2 X.137 2DR 1~. Ll-1/2Xl-1/2X.145 2'R Ll-1/4-Xl-.li'4X~ '.1.1'1 = 500'00. Q K 2 1 .• 00 1 1.00 1 1.20 1 1.00 l: 1.00 1 1. o.o 1 1. 0,0 .1 1 .• 00 1 .1. o.o 1 1~00 1 1~00 1. 1~00 1 1.00 .·1 1.00 1 1.00 1 1. o.o 1 1.00 .1 1.00 l 1.20 1 1.00 2 1.00 PSI •. MIN: VERT SHEAR= 1502.5 LBS. -END REACTION = 6010. O LBS. . , . ,REQ . . DEV . REQ FILLET A:VBL KL/.R l\X LOAD AX LOAD WELD SIZE WELD SLOT 174.5 + 11902.+ 15911. 7.2X .111 10.8+ .OB 117.9 -1216.~ 4447. 2.0X ~1~7 3.3+ .O 104.8 -5029.-7026. 2.5X .137 4.1+ .O 180._5 + · 52'.86.+ 7955. 3.2X .111 · 3.6+ .O 125~4 ~ 931.-Z519. 2.ox .111 3.1+ .o 1:12 .• 1 .,... 4i12.-6279. 2.ox .137 4.a+ .o 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .O 125~4 -931.-2_5'19. 2.ox .111 3~1+ .o 149.~ 2163.-2205. 2.ox .115 4.o+ .o 1$0.5 + 2163.+ 7955. 2.4X .111 3.6+ .O 12ij.4.,.. 9j1~-2519. 2.ox .111 3~1+ .o 180.5 + 2163.+ 7955. 2.4X .111 3.6+ .o 149.9 --2163 .• -2205. 2.0X ~115 4.0+ .O 12.5.4 ·:-:-. 9.31.-2519. 2.ox .111 3.1+ .o 180.5 + · 2937.+ 7955. 2.4X .111 3~~+ .O 112.l -4.112.-6279. 2.0X •. 13;7 4~8+ .O 125.4 -· 931.--2519~ 2.ox .111 3_.1+ .o 180~5 + 5286.+ 7955. 3.2X .111 3~6+ .O 104.8 ~ 50Z9.-· 7026. 2.5X .1S7 4.1+ .O 117.9 -1216w-4447.· 2.ox .137 3.3+ .o .174 • 5 + .119 O 2 ._. + 15 911 • 7 • 2 X • 111 1 O ~ 8+ • 0 B ' . .·. -. ·.:·' ·--. _,.,_ ···" ~ •-; -. -~--• ... ... 1: ';· ' "~ " .. ' -'_ .:··-'. ·.:\: , ___ :· ........ ~,,.-":~ -', .. ·, -~-\.' . , •;, , _1' , : ._ ~4 • • -.. -... -. ~ ' -... ... . '-"; ., : ·; .. -~-.:: .. , ' ::·,_ -. ' -'.~.s:.:·-'" '. ••• . . l, ':' • ' -. ---~·--_ -.. ,-·,,• : ,· ; . . PURITAN-BENNETT 94-9-432 LIST 25 T56 • **BRIDGING REQUIREMENTS** ------------------------- • •• May 18, 1990 TC RYY = 1.222, BC RYY = 1.222, WLEN/(TC RYY) = 385.636 WORKING LENGTH= 39.281 FT BRIDGING SPACING STANDARD AT 13.094 FT FOR 2 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R . I ••• ·-·· ,. PURITAN..,. BENNETT .. 94-9-· 432 LIST 25 ·· · _May 18 ~ .• 1990 T57 . 32LH 3.06 39' 7.;_l/ 4 11 · ;;.-r:oN$-s~iN-jo_isT-oisiGi-RiQtrrRiMiiTs;;-----sii-si?ics ______ vui:cii~i-iNG-oii?T;; ---------------------':------------------~-------~----~~-------------~--------------BRIDGING LEFT END RGHT END ACTUAL. DEFL DEPTH BS LENGTH SPACING :STANDARD STMDARD INCHES 32.00 3_·9-·7 1/4 -13.l 1.28 TL .40 LL ----------------~ **LOAD.CRITERIA** --------------~--TOTAL L_OAD = 3 06. PLF, LIVE LOAb· ::::; 96. PLF. LIVE. LOAD· DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECT:I:ON. SPE;CIFIED AS L/2·40 --------------------. . **BASIC D;CMENSIONS** -----~---~----------LEFT RIGHT _ RIGHT WK LENGTH 39 .·:nos END PANEL END PANEL ·5-2 0/0 ·5-2 0/0_ LEFT· VAR DIM 1-3 5/8, VAR DIM INTERIOR PAN'ELS 1-3 5/8 5 AT 5-4 0/0 DEPTH LEFT 32 .o,.-o .30 7"/8 LEFT TC RIGHT.TC END PANEL END PANEL 3-10 0/0 3_;_10 0/0 DEPTH DEPTH CENTER RIGHT . 32 0/0 32 0/0 (.ACTUAL) 30 7/8 30 7/8 (EFF) ~------------~----**TRUSS ANALYSIS** . . ------------------.EFF WEB WEB pp LOAD-LBS DE:E>TH MEM SLOPE 1 561.0-.. 3·0. 898 2 -.515 2 964.2 30.898 20 -1.93'1 · 3 811.2 30.898 3 1.978 4 816.0 30:89'8 4_ -•. 966 5 8·16. 0 30·.8·9•8 V2: .ooo 6 816.0 30. 8'98 5 .966 7 816.0 30. 8:98 6 -.966 8 816.0 3.o. aga V3 .ooo 9 816.0 30-. 898 7 .966 ·10 8·16. 0 30. 89.8 8 -. 9:66 11 8,16. 0 30. 8·98 V4 • o·oo 12 8.16. 0 30.898 8R • 966 . 13 811.2---3-0 .• 89'8, . .7R -.966 14 ·964. 2 30.898 .vs .ooo 15 5'61 .• 0 . 30. 89.8 6R .966 16 .o -.·ooo· 5R ~. 9'66 17 .o · • oo·o V6 . Obd· 18 ·" 0 • dpo 4R .966 19 •. o .000 3R -1,. 978 20 .o .000 2DR 1 .• 93:1 21 .o .ooo 2:R • 5_·15 .. • , 1• AXIAL Lt>· AXIAL LD AXIAL Lb .IN WEB TOP CHORD BOT CHORD + 11898.3 10578.1 .o 1085.8 10078.8 .o 5,023.8 .o 12345.9 + 5'286. 4 16148.8 .o 816.0 16148.8 .O' .... 4111.6 .o 1910($.6 + -2936. 9 21219.3 .o -816.0 21219.3 .o 17-62.1 .o 22487.0 + 587'~4 ;i' 22909. 5 .o 816.0 ·. 22909. 5 .o + .587'. 4 .o 22487.0 '1762 .• 1 .. 21219. 3 .o '816. 0 21219. 3 .o + 29-3.6 .9 .o 19106.6 4111 .• 6 .1-6148. 8 .o 816.0 16148.8 .o + 5286.4 .o 12345.9 5023.8 10078.8 .o .... .108-5 •. 8 10578.1 .o ·+ 11898.3 .o .o PURITAN-BENNETT 94-9-432 LIST 25 T57 ---------------- •• May 18, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 9993.8 .3331 -4613.5 LEND PANEL MP 9993.8 .5252 4079.8 L VAR PANEL PP 9522.1 .3174 -4613.5 L VAR PANEL MP 9522.1 .5406 332.1 INT PANEL PP 21644.2 .7215 -2176.0 INT PANEL MP 21644.2 .9426 1088.0 R VAR PANEL MP 9522.1 .5406 332.1 R VAR PANEL PP 9522.1 .3174 -4613.5 REND PANEL MP 9993.8 .5252 4079.8 REND PANEL PP 9993.8 .3331 -4613.5 •• BENDING STRESS 16197.7 5443.6 16197.7 443.1 7639.7 1451.7 443.1 16197.7 5443.6 16197.7 BENDING RATIO .5399 .2785 .5399 .0188 .2547 .0641 .0188 .5399 .2785 .5399 COMBINED RATIO .8731 .8036 .8573 .5594 .9761 1.0066 .5594 .8573 .8036 .8731 SEC DESCRIPTION AXIAL LOAD K KL/R I FLRS LENGTH 39-7 1/4 30-5 ll4 TC 22 L 2 X 2 X.137 22910. 1.00 40.3 BC 22 L 2 X 2 X.137 22487. 1.00 161.3 SEC DESCRIPTION AXIAL STRESS CBRMP BC 22 L 2 X 2 X.137 21644. .7215 BOTTOM CHORD EXTENSION= 0-7 0/0 506.lDEV 6 155.6REQ 0 330.7REQ TL L/360 LIVE LOAD DEV= 312.2 PLF, L/240 LIVE TbTAL LOAD FOR DEFL = 306.0 PLF. LOAD DEV= 468.3 PLF **END PANEL DESIGN** AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 10578.1 1.00 70.5 1 2D 3-10 0/0 5 0/0 RIGHT 10578.1 1.00 70.5 1 2D 3-10 o,o 5 o,o --------------**WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 1502.1 LBS. --------------END REACTION= 6008.4 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION ~ K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-1/4X1-1/4X.111 1.00 174.5 + 11898.+ 15911. 7.2X .111 10.8+ .OB 2D 18 Ll-l/2Xl-l/2X.145 1 1.00 117.9 -1215.-4447. 2.ox .137 3.3+ .o 3 22 L 2 X 2 X.137 1 1.20 104.7 -5024.-7034. 2.5X .137 4.1+ .o 4 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .o V2 8 Ll-ll4Xl-ll4X.lll 1 1.00 125.4 -931.-2519. 2.ox .111 3.1+ .o 5 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6279. 2.0X .137 4.8+ .o 6 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o V3 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -931.-2519. 2.0X .111 3.1+ .o 7 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2163.-2205. 2.0X .115 4.0+ .o 8 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180.5 + 2163.+ 7955. 2.4X .111 3.6+ .o V4 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -931.-2519. 2.0X .111 3.1+ .o 8R 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180.5 + 2163.+ 7955. 2.4X .111 3.6+ .o 7R 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2163.-2205. 2.0X .115 4.0+ .o V5 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -931.-2519. 2.0X .111 3.1+ .o 6R 8 Ll-l14Xl-114X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o 5R 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6279. 2.ox .137 4.8+ .o V6 8 Ll-1/4Xl-1/4X.111 1 1.00 125.4 -931.-2519. 2.ox .111 3.1+ . 0 4R 8 Ll-ll4Xl-ll4X.111 1 1.00 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .o 3R 22 L 2 X 2 X.137 1 1.20 104.7 -5024.-7034. 2.5x .137 4.1+ .o 2DR 18 Ll-1/2Xl-1/2X.145 1 1.00 117.9 -1215.-4447. 2.0X .137 3.3+ .o 2R 8 Ll-1/4Xl-ll4X.111 2 1.00 174.5 + 11898.+ 15911. 7 .2X .111 10.8+ .OB ' \ -.•. . : ···, \,: . .. ,,•·-:-. · .. • · PURITAN'-BENNETT 9_4.:...9-4,3.2· LIST 25 .: -: May_ 18, 199'0 T57 ---~-----~--------~-------~*J3RIDGING REQUIREMENTS** TCtRYY-:-..,.1:222~-:-BC-RY:Y-: 1. 2 2 ~ ' WLEN / ( TC RYY). = 3 .8 5 • 5 3 4 WORKING LENGTli_::::: .39. 271 FT . BRIDGilfG SPACING STANDARD AT 13. 090 FT FOR 2 ROW(S) OF H-BRIDG.ING. -------~----:--------------~---NOTE'~ -END PANEL. SHORTENED DUE TO SLOPE OF WEBW3/W3R . ( --, -·.' ' .· ' -.. .-~ .. .. ,,, '!.,:-'. ' : "\.t·,_ ... ·:.;~ -.. ~ ',' ,., • . . '"'~ . ~ ' . ·,.·. ' . ' . . ;· ..... \' .... ·"'.. .·,,.: - . --. _,,., .... ~:· ..... . ::.· ---. : ·:.'t ..... -···· .. ·,. •• '. • • -• " ,-· • -~ • y, • ' ... . . ,•_ : . •, .. : , (,_ ; . •' ..:·<~~·,1-· ... _-';-_·: :~:·'~._.,:;"":.7: • ... · --·-. ,, .-:, .... ' • • PURITAN-BENNETT . May 18, 1990 94-9-432 LIST 25 T58 32LH 306 39' 11-:-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 39-11 1/2 13.2 1.28 TL .40 LL **LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/.360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 39.6250 5-4 0/0 5-4 0/0 LEFT VAR DIM 1-3 3/4 VAR DIM INTERIOR PANELS 1-3 3/4 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-0 0/0 4-0 0/0 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 32 0/.0 30 7l8 32 0/.0 32 0/.0 (ACTUAL) 30 7/8 30 7/8 (EFF) **TRUSS ANALYSIS** pp 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 LOAD-LBS 586.5 991.3 812.8 816.0 816.0 816.0 816.0 816.0 816.0 816.0 816.0 816 •. 0 812.8 991.3 586.5 .o .o .o .o .o .o EFF DEPTH 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 .000 .000 .ooo .000 .000 .000 WEB MEM 2 2D 3 4 V2 5 6 V3 7 8 V4 SR 7R V5 6R 5R V6 4R 3R 2DR 2R WEB SLOPE -.498 -1.931 1.962 -.965 .ooo .965 -.965 .ooo .965 -.965 .ooo .965 -.965 .ooo .965 -.965 .ooo .965 -1.962 1.931 .498 AXIAL LD IN WEB + 12278.5 1116.4 5034.0 + 5286.7 816.0 4111.9 + 2937.1 816.0 1762.2 + 587.4 816.0 + 587.4 1762.2 816.0 + 2937.1 4111.9 816.0 + 5286.7 5034.0 1116.4 + 12278.5 AXIAL LD TOP CHORD 10989.7 10476.3 .o 16566.0 16566.0 .o 21637.2 21637.2 .o 23327.6 23327.6 .o 21637.2 21637.2 .o 16566.0 16566.0 .o 10476.3 10989.7 .o AXIAL LO BOT CHORD .o .o 12762.6 .o .o 19524.2 .o .o 22905.0 .o .o 22905.0 .o .o 19524.2 .o .o 12762.6 .o .o .o . PURITAN-:BENNETT 94-9-432 'LIST. :2.5 T58 -~--------~-~~-- :~·-··· ·I . . .May. 18,· 1990 *·*CHORO PESIGN** STEEL FY = 50000. PSI ----------------AXIAL AXIAL MOMENT STRESS RATIO. UNI LOAD .L END PAN,EL PP 9638. 4 •. 3213 -5019; 6 L END PANEL MP 9638. 4 . ~ 5068. 44.68 .4 L VA:R PANEL PP 9·1S8. 2 -. 3063 -.-5019. 6 L VAR PANEL MP 9188. 2 • 5,113 267. 3 :INT EANEL PP 2Q459 •. 4 _.' '868621 01 -.2176. 0 .INT PANEL MP 20459 .·4 1oa:a. 0 R VAR PANEL MP 9188. 2 • 5113 267. 3 R VAR PANEL PP 9188 •. 2 • 3063 -5:019 ~ 6 R END PANEL MP · 9638. 4 •• 5320.1(5._83 4468. 4 R ENP PAN],:;L PP 96.38. 4 ..,.5019. 6 BENDING STRESS 16'398. 1 :5603. 7 16-3'98 .1 335.2 7108.5 1364.4 335.2 16398.1 5603.7 16~98.l BENDING RATIO .5466 .2824 .5466 .0136 .2370 • 0'575 .()136 .5466 .2824 .5466 COMBINED RATIO .·8'679 .7892 .8529 .52.50 .9189 .9186 .5250 .8529 • 7892 .8679 s·Ec DESCRIPTION AXIAL LOAP K KL/R TC . 23 L 2 X-2 X.148 23328. 1.o·o 40~-4 BC 22 'L 2 X 2. X.137 22905. 1LOO 161~3 SEC DESCRIPTION: AXIAL STRESS CBRMP I 524.BDEV 159.9REQ 33·9. 7REQ FLE.S 2 0 TL LENGTH 39-11 1/.2 30-5 112 BC 2 2 L 2 X 2 X .137 .. 2'2 03 9 • • 7 3 4·6 BOTTOM CHORD. EXTENSION=. 0-7 0;/0. L/3-.60 LIVE LOAD DEV = 31·5· •. i PLF., L/240 ;LIVE TOTAL LOAD FOR DEFL = 3 06·. 0 .:p:t,;F. LOAD DEV= 472 ..• 7 PLF ____ ..,.!-9...,;.~-.-----~------'!9· **END PAN-EL DESIGN** __ .,. __ ixiit-£oi.o ____ .i LEFT 10.989. 7 ·1. 00 RIGHT 10989.7· 1.00 '!'.'-----~-~-----~ **WEB OE;SIGN** $';[1EEL --~---------9'"'-- KL/R ·73.a 73.8 FLR WEB .1 . 2,0 1 2D ·FY = 5000:0, PSI. TO END BASEL NGM NGM 4..; '0 Of.'O 4-0 OY,O B. DEPTH 5 0/.0 5 010 MIN :VERT SHEAR = 1515.7 .LBS. END REACTION = 6062.6 LBS. .·REQ DEV REQ FILLE'l1 AVBL WEB NO DESCRIPTION ~ K .KL/R AX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-·1/ 4Xl-'1/. 4X •. 111 1.00 179.1 + 12278.+ 15911. 7.4X 0-111 10.9+ • O:B 2D 18 t1~112x1 .... 112x.145 1. 1.0,0 117~9 ... 1248.--4448. 2.ox .137 3.3+ .o 3 22 L 2 X 2 X4137 1 1,.20 104 .• 9 -5034.-7018. 2.5X .1,37 4-.• 1+ .o 4 8 Ll.,..1/.4Xl-1/:4X.111 1 1.·00 180~5 + 5287.+ 7955. 3.2X .111 3.6+ .o V2 8 Ll-1l4Xl-l/4X.111 1 1.00 125.4 -933 .-. 2520. 2.ox .111 3.1+ .·o 5 22 L 2 X 2 X.137 1 1.-0.0 112.1 -· 4112.-62,8.0. 2.0X .137 4.8+ .o 6 8 Ll-1/.4Xl-lf.4X.111 l. 1.00 '180~ 5 + 2937.+ 79:55_ 2.4X .111 3.6+ .o V3 8 Ll-ll4X1~1Z4X:111 ~~-1 1.00 125.4 -933~-2,520. 2.ox .111· . 3 .1+ .o 7 14 Ll-1Z2Xl-1Z2X.115 1 1 • .0Q. 149.9 2182.-2206. 2.ox .115 4.0+ .o 8 8 Ll-1Z4Xl-1/4X.111 1 1.00 180.5 + 2'182 .+ 79,55. 2.4X .111 3~6+ .o V4 8_L1~1Z4Xl-1Z4X.111. 1 1 .• 00 12·5 .4 -933.--2520. 2.ox .111 3.1-h .o BR .8 Ll-1Z4Xl-1}'4X.111. '1 1.00 18Q .• 5 + 2182.+ 7955. 2.4X .111 3 .• 6+ .o 7R 14 Ll~1Z2Xl-1Z2X.115 1 1.00 .149. 9. ... 21.82 •. --·2206. 2.ox .115 4.0+ .o V5 8 Ll-1Z4X1-1Z4X.111 1 1.00 125.4 -933.--2520. 2.0X .111 3.1+ .o . 6R 8 L1-1,l 4Xl-ll 4X.111 1 1.00· 180.5 + 293'7 .+ 7955. 2.4X .111 3.6+ .o 5R 22 L z· x 2 x~137 1 ·1 .• 00 112.1. -·4112.-62·80. 2.ox .137 '4.8+ .o V6 8 Ll-1/.4Xl-1/.4X.111 1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o 4R 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 52-87.+ '7955. 3.2X .111 3.6+ .o 3R 22 L 2 X 2 . X .• 1.3 7 , 1 1 •. 20 104. 9· -5'034.-7018 ..• 2.5X .137 4.1+ .o 2DR ·1a Ll-1/.2Xl-1/2X~ 1'4'·5 1 1.00 117.9 -12·48.. -4448. 2.ox .137 3.3+ .o 2R 8 ~l-1l4Xl~l/4X.111 2 1.:00 179,.1 + '12278 .+ 15911. 7.4X .111 10.9+ .OB • '! -:• ... ·,:.1::: •' ,,· _ ... ,-. : ·, ~-. . . . ,, .... __ ·-:: ·. ··"; , . :: ',_. ' .. · ,:'·.:.:·:,::.:-,i:.~ ':::, .::.;· • {'-· ·:::---·~-.: : .. .:·/···,· '.L,:;.;,.\j;{:.y J<·:.· ·: <·.' >)_:_-: ·: :. ~ -:,. -. -...,i, -~ -. : I; -' • • , •' ' •• •. • • .. • ~ ~ • • • • •• : ,~ ,-' I '~,, • • .,. "'< •. ·. ,---' : . -- PURITAN-BENNETT 94-9-432 LIST 25 T58 • **BRIDGING REQUIREMENTS** ------------------------- • May 18, 1990 TC RYY = 1.225, BC RYY = 1.222, WLEN/(TC RYY) = 388.169 WORKING LENGTH= 39.625 FT BRIDGING SPACING STANDARD AT 13.208 FT FOR 2 ROW(S) OF H-BRIDGING. -------------------------NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R • • PURITAN-BENNETT 94-9-432 LIST 26 May 18, 1990 T59 32LH 306 39' 11-5/8" --------------------------------------------------------------------·---------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH 32.00 BS LENGTH 39-11 5/8 SPACING STANDARD STANDARD INCHES 13.2 1.28 TL .40 LL **LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **BASIC DIMENSIONS** LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 39.6354 5-4 0/0 5-4 0/0 1-3 3/4 1-3 3/4 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-0 0/0 4-0 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 32 0/0 30 7/8 32 0/0 30 7/8 32 0/0 30 7/8 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 586.5 30.894 2 -.498 + 12282.0 10992.9 .o 2 992.1 30.894 2D -1.931 1117.3 10479.1 .o 3 813.6 30.894 3 1.954 5039.0 .o 12774.9 4 816.0 30.894 4 -.965 + 5286.7 16578.3 .o 5 816.0 30.894 V2 .ooo 816.0 16578.3 .o 6 816.0 30.894 5 .965 4111.9 .o 19536.5 7 816.0 30.894 6 -.965 + 2937.1 21649.5 .o 8 816.0 30.894 V3 .ooo 816.0 21649.5 .o 9 816.0 30.894 7 .965 1762.2 .o 22917.3 10 816.0 30.894 8 -.965 + 587.4 23339.9 .o 11 816.0 30.894 V4 .ooo 816.0 23339.9 .o 12 816.0 30_. 894 8R .965 + 587.4 .o 22917.3 13 813.6 30.894 7R -.965 1762.2 21649.5 .o 14 992.1 30.894 V5 .ooo 816.0 21649.5 .o 15 586.5 30.894 6R .965 + 2937.1 .o 19536.5 16 .o .ooo 5R -.965 4111.9 16578.3 .o 17 .o .000 V6 .000 816.0 16578.3 .o 18 .o .ooo 4R .965 + 5286.7 .o 12774.9 19 .o .000 3R -1.954 5039.0 10479.1 .o 20 .o .000 2DR 1.931 1117.3 10992.9 .o 21 .o .000 2R .498 + 12282.0 .o .o •••• • -PURITAN_;BENNETT 94-9-432 LIST· 26 '1159 . --~-~-------~-~--**CHORD DESIGN** -~---~--~-~----~ LEND PANEL PP LEND PANEL.MP L VAR PANEL PP L VAR PAN·EL· MP IN-T. PANEL PP INT PANEL MP R. VAR PANEL MP R VAR PANEL PP REND PANEL MP R :END PANEL PP STEE;L FY AXIAL 'STRESS 9641 .• 2 9641.2 9190 .-6 9190~6 2'0470 .• 2 204.70. 2 9190·. 6 919·0. 6 9641.2 9q41.2 SEC DESCRIPTION TC 23 L 2 X 2 Xrl48 BC 22 L 2 X 2 Xr137 SEC DESCRIPTION May· .. 18, 199·0 = 50000. PSI MOMENT .. AXIAL. RATIO .3214 UNI LOAD . ..,.50_21 .• 7 · .5069 .3064 :~l~~ • 8.616 .5122 • 3.064 .5069 • 32·14 AXIAL LOAD . 2334.0. 229:1,7. 4467.6 -502i.7 274. 6. .,..2176.0 1088'. 0 274.6 -.5021.7 4467.6 -5021 .. 7 K KL/R 1.00 40.4 1!'00 161.3 AXIAL STRESS CBRMP BENDING BENDING STRESS RATIO 16404.7 .5468 5602.6 .2824 16404.7 .5468 344.4 .0140 7108.5 .2370 1364.4 .0575 344.4 .01:40 16404.7 .5468 5602.6 .282~ 19404.7 .5468 I FLRS 524.8DEV 2 160.0REQ 0 340.0REQ TL COMBINED RATIO .8682 .7893 .8532 .• 5263 .9193 .9190 .5263 • 8.532 .7893 .8682 LENGTH 39-11 5/.8 30-5 5"/8 BC 22. L 2 X 2 X.137 BOTTOM CHORD EXTENSION Ll:3'60 LIVE LOAP DEV = TbTAL LOAD.FORPEFL = 220!51.. • 7350' == o-7 0/0 . 314 ~ 9 PLF ,. L/240 l.,IVE 306.0 PLF. LOAD DEV= 472. 3 PLF ------------~--------**ENI) PANEL DESIGN** --------------------AXIAL LOAD K LEFT 10:992. 9 1 .• 00 RIGHT 10992.9 1~00 KL/R FLR WEB. TO END BASEL NGM NGM B. DEPTH 73 .·8 1 2D 4-O 0/:0 . 5 0/.0 73 .8 1 2D . 4-O 0/0 5 0/0 **WEB DESIGN** S'J;'EEL FY = 5000'0. PSI. MIN VERT SHEAR = 1516 .1 LBS. WEB NO 2 8 2D 18 DESCRIPTION Ll-1/ 4·x1.-1/. 4X .• 111 Ll-1/2Xl-1"/2X~145 3 4 V2 5 6 V3 7 8 V:4 8·R 7R V5 6R 5R · V6 4'R 3R 2DR ·2R 22 L 2 X 2 X.137 8 Ll-1/.4Xl-1/.4X~111 8 Ll-1/4Xl-1"/4X.111 22 L 2 X 2 Xrl37 8 L1-1/4Xl-1/.4X.111 8 Ll-1Z4Xl-1Z4X.111 14 L1-1z2x1-1z2x.115 8 Ll-1Z4X1-1Z4X.lll" 8 Ll-1Z4X1~1Z4X.111 8 L1-1z4x1~1z4x.111 14 Ll-1Z2Xl-1Z2X.115 8 Ll-1Z4Xl-1Z4X.111 8 Ll-1"/4X1-1"/4X.111 22 L 2 X 2 Xil37 B Ll-1/4Xl-1/4X.lll 8 Ll-1/4Xl...,li'4X.111 22 L 2 X 2 · X.137. lS Ll-1/2Xl-1/.2X.145 8 L1-1"/4Xl-1"/4X.111 END REACTION = 6064 .• 2 LBS~ . . REQ . DEV REQ FILLET. AVBL Q l{ · KL/R AX. LOAD AX LOAD WELD SIZE WELD SLOT 2 1.00 179.~ + 12282.+ 15911. 7.5X .111 10.9+ .OB 1 1.-00 117.9 -1249.~ 4448. 2.0X ~137 3.3+ .O 11.20 105.0 -5039.-7010. 2.5X .137 4.1+ .O 1 1~-00 lb0.5 + 5287~+ 7955. 3.2X .111 3.6+ .O 11.0012,5.4 -933.-2520. 2.ox .111 3.1+ .o 1.1,.00 1-J:·2.1 -41·12.-6280. 2.ox .137 4.8+ .o l 1.QO 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .O 1 1 •. 00-12·5.4 -933.-2520. 2.ox .111 3.1+ .o 1 1.~·00-14-9.9 -218·3.-220.6. 2.ox •. 115 4~0+ .o 1 1.00 180~5 + 2183.+ 7955. 2.4X .111 3.6+ .o 1 1.00 12·5.4' -933.-2520. 2.ox .111 3·.1+ .o 1 1.0Q 180.5 + 2183.+ 7955. 2.4X .111 3.6+ .O 11;00149.9 -2183~-22-06. 2.0X ~115 4.0+ .O 1 1.~0-0 12.5.4 -9~3.-2520. 2.ox .111 3~1+ .o 1 1.00 180~5 + 2937.+ 7955. 2.4X .111 3.6+ .O 1 1.00 112.1 4112.-6280. 2.0X .137 4.8+ .O 1 1 .• 00 125.4 -9'33.-.-2520. 2.ox .111 3.1+ .o 1 1.00 1R0.5 + 5287.+ 7955. 3.2X rlll 3.6+ .O .1 1.20 105.0 . .,.. 5039.-70·10. 2.5X .137 4.1+ .O 1 1.00 111.9 -. 1249.-4448. 2.ox .137 3~3+ .o 2 1.on 119.1 + 122a2.+ 1s~11. 7.5x .111 10.9+ .oB ,-:. .. -. .. . . ' ·_:; ' . .-· ~ ,.:, : ' i: •.. _::·· ·~··: -~-·~ / ----~; , ... ~.· ... ~1.' ·;:-<. ·:~.,_.·, :-~~t·;, :··.--~,.:,;,·/ ~ ,'.: . ~ .. -~·· ...... ·: . . . .··:·:..:' ,,,,._·,:~,, ........ ;. -·~-'·, -. " ··:,_. :. ·. .,. ~~ ·. ·-· . ._ :\ \\:f:_\·_,·::., .. : ;-\ . .:.: :\>: :·.::::·:_://·:'/-·'.:>. -\~;{~f/~:}:.::<~ ... ·, · .. ):·:-.--;: ... :.,; .~: - r -.,·. ·i~'i~' ·:::..~:-, ... :-;. ~ • ', • ,,, • 4 ~ PURITAN-BENNETT 94-9-432 LIST 26 T59 •• **BRIDGING,·REQUIREMENTS** ------------------------- •• · May 18, .1990 TC RYY = 1.225, BC RYY = 1.222, WLEN/(TC RYY) = 388.271 WORKING LENGTH= 39.635 FT BRIDGING SPACING STANDARD AT 13.212 FT FOR 2 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R ' . . . " ' ,J I ' ~ • . · PURITAN-BENNETT -94-9.:.; 43.2. LIST .26 May_ 1.8·, ;l.990 T60 32LH 306 39' 1'.!--1/2 11 ------------~--~------------·--.;.-------~--------'!'----~-------------------------~--,~~-~~~~..:~·~~-~~:~:-~~~;2~-~~g~!~~~!~:~~~-----~~~-~~~:~-----~~:~!!_~~~-~!~!~~ BRIDGING LEFT END RGHT" END ACTUAL DEFL DEPTH BS LENGTH SPACING-STANDARD STANDARD INCHES 32.00 39-11 112 13~2 1:~g rt ___ all! ___________ ..._,~- **LOAD CRITERIA.** ______ !'"9 ____________ _ TOT.AL '.EJOAD = 306. PLF; LIVE LOAD== 99. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TbTL LOAD DEFLECTION SPECIFIED AS L"/240. **BASIC DIMENSIONS**· -~------------------LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 39.~Z50 5-4 0/Q. 5~ 4 0/0 LEFT VAR ])IM 1-3 3/4 VAR DIM INTERIOR PANELS 1-3 3-/4 5 AT 5-4 0/0 DEPTH LEFT 32· 0/.0 30 718 LEFT TC RIGHT TC END PANEL END PANEL 4-O 0/0 4-O 0/0 DEPTH . DEPTH CENTER RIGHT 32 O'{O 32 · 0 /. 0 (ACTUAL) 30 778 30 778 {ErF) ------------------~*TRUSS ANALYSIS** ------------------EFF WEB. WEB pp LOAD-LBS "DEPTH MEM SLOPE 1 586.5 . 3·0 •.. 894 :2 -.498 2 991.3 .30. 894 20 -1.9·31 3 812.8 3,0. 894 3 1.962 4 816.0 30.894 ·4 -.965 5 816·. 0 30. 894 V2 .ooo 6 8.16. 0 30.894· .5 .965 7 816.0 30.894 6 -.965 8 816.0 30.894 V3 .ooo 9 816.Q 30.894 '7 .965 10 81,6. 0 30.,8.94 8 -• 9,65' 11 816·. 0 30.894 · V4 .ooo 12 · 816.0 30.8'94 8R .965 13--8-12. 8 30,. 894 -7R ~. 965. 14 991.3 30. 8.94 V5 .ooo 15 586.5 30.894 6R .96'5 16-.o • Q0.0 5R' -. 965. 17 .o .000 V6 .0·.00 18 .o .oo·o . 4R .965 19 • 0 , .000 . 3R -1.962 20 .o .000 2DR 1.931 21 .·0 .ooo 2-R .498 AXIAL to AXIAL LD IN· WEB TOP CHORD + 1227·8-. 5 ·10989.7 1116.4 10476.3 ... 5034.0 .o + 5-286. 7 16566.0 816·. 0 16:566. 0 .... 4111.9 .o + 2937. 1 . 21637.2 .,. 816.0 21637.2 .,. 1762.2 .o + 587.4 23327.6 816.0 23327.6 + 587.4 .o 1762-• .2 21637.2 816.0 2.1637. 2 + 2937.1 .o 41,11. 9-l:6566. 0 ' 816.0 16566.0 + 52-86. 7 .o .5034. 0 10476.3 ... 1116 .• 4 10989.7 + 12278.5 .o ,' •• ,M•• '• :••• . :·~ . ·.. ~· ·,:: , ..... ·:, . :: --:· -. ,, ·:: · ·:: ,; . -.-·:-:··~ ::7'i, .~ ., ·.:~, · · ~ .. ~.-:. -... ' .. -~. -;_ _· '· ... ; ... ·' ' ' ,: -.. ~· ' ·_ ........ -' .. ~ ~,-....... , . . . ' : _;.: . ~ ' : .. ··---· .. ~ • .;. ~-;,< ,t~ ', ' ...... .... ,,-.• .-: ··:--·;.-.. ; ,,,. . . ;. ,':""' ~ .. ~ ', .. : . < ._ ...... -~ ,--·... ,\ ta~A~H~Ro • 0-.• 0 12762.6 .o .o 195-24. 2 .o ~o 22.905. 0 :" .o .o 22905.0' • 0. .o 19524.2 .o .o 1276-2 .• 6 .o .-0 .o . ,,· " .... _ -: -... ·.," • PURITAN-BENNETT 94-9-432 LIST 26 T60 ----------------**CHORD DESIGN** STEEL FY = ----------------AXIAL STRESS LEND PANEL PP 9638.4 LEND PANEL MP 9638.4 L VAR PANEL PP 9188.2 L VAR PANEL MP 9188.2 INT PANEL PP 20459.4 INT PANEL MP 20459.4 R VAR PANEL MP 9188.2 R VAR PANEL PP 9188.2 REND PANEL MP 9638.4 REND PANEL PP 9638.4 May 18, 1990 50000. PSI AXIAL MOMENT RATIO UNI LOAD .3213 -5019.6 .5068 4468.4 .3063 -5019.6 .5113 267.3 .6820 -2176.0 .8611 1088.0 .5113 267.3 .3063 -5019.6 .5068 4468.4 .3213 -5019.6 • BENDING BENDING STRESS RATIO 16398.1 .5466 5603.7 .2824 16398.1 .5466 335.2 .0136 7108.5 .2370 1364.4 .0575 335.2 .0136 16398.1 .5466 5603.7 .2824 16398.1 .5466 COMBINED RATIO .8679 .7892 .8529 .5250 .9189 .9186 .5250 .8529 .7892 .8679 SEC DESCRIPTION AXIAL LOAD K KL/R TC 23 L 2 X 2 X.148 23328. 1.00 40.4 I FLRS 524.8DEV 2 159.9REQ 0 339.7REQ TL LENGTH 39-11 1/.2 30-5 1,2 BC 22 L 2 X 2 X.137 22905. 1.00 161.3 SEC DESCRIPTION AXIAL STRESS CBRMP BC 22 L 2 X 2 X.137 22039. .7346 BOTTOM CHORD EXTENSION= 0-7 0/0 L/360 LIVE LOAD DEV= 315.1 PLF, L/240 LIVE TOTAL LOAD FOR DEFL = 306.0 PLF. LOAD DEV= 472.7 PLF --------------------**END PANEL DESIGN** --------------------AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 10989.7 1.00 73.8 1 2D 4-0 Of.O 5 0/.0 RIGHT 10989.7 1.00 73.8 1 2D 4-0 o,o 5 o,o --------------**WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 1515.7 LBS. --------------END REACTION= 6062.6 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION ~ K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-1/.4Xl-1/.4X.lll 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB 2D 18 Ll-l12Xl-lt2X.145 1 1.00 117.9 -1248.-4448. 2.ox .137 3.3+ .o 3 22 L 2 X 2 X.137 1 1.20 104.9 -5034.-7018. 2.5X .137 4.1+ .o 4 8 Ll-1/.4Xl-1/.4X.lll 1 1.00 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .o V2 8 Ll-lt4Xl-1J4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 5 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.ox .137 4.8+ .o 6 8 Ll-1/.4Xl-1/.4X.lll 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o V3 8 Ll-1Z4X1-1Z4X.lll 1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o 7 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2182.-2206. 2.ox .115 4.0+ .o 8 8 Ll-1Z~Xl-1Z4X.lll 1 1.00 180.5 + 2182.+ 7955. 2.4:X .111 3.6+ .o V4 8 Ll-1Z4Xl-1Z4X.lll 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o SR 8 Ll-1Z4Xl-1Z4X.lll 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o 7R 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2182.-2206. 2.ox .115 4.0+ .o V5 8 Ll-1Z4Xl-1Z4X.lll 1 1.00 125.4 -933.-'2520. 2.0X .111 3.1+ .o 6R 8 Ll-l14Xl-114X.lll 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o 5R 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.0X .137 4.8+ .o V6 8 Ll-l/.4Xl-1/.4X.111 1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o 4R 8 Ll-l14Xl-114X.lll 1 1.00 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .o 3R 22 L 2 X 2 X.137 1 1.20 104.9 -5034.-7018. 2.5X .137 4.1+ .o 2DR 18 Ll-1/.2Xl-1/.2X.145 1 1.00 117.9 -1248.-4448. 2.ox .137 3.3+ .o 2R 8 Ll-l14Xl~l,4X.lll 2 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB PURITAN-.BENNETT' ·. 94-9-432. LIST· ·26 T60 . .. . . ·-. ' •. +,' ' -: ,· · .. : ----------~-~----~--~---~ **BR;I:DGING REQUIREMEN'l?S·** • Ma:y i·s_,, 1990 TCtRYY ... :~-i:22;~-BC-RYt-: l .,222, WLEN/ (TC RYY) . = 388 .169 WORKING' LENGTH= 39.625 FT BRIDGING SPACING STANDARD AT 13.208 FT FOR 2 ROW(S) OF H-BRIDGING. Noii:7--iNn-PiiiiC:~s~oRTENED DUE· To . . S~OPE. OF WEB W3 /W3~ . . . -,. ::!-< •• ···-•• ' . ' '.: • '~ • : I -' ·. ... -. . . . ~ ' •• ,• 'p , ,: I : ~ • -;_~ •.·• -7 ,_ • • , • . : ' ... -... ~ PURITAN-BENNETT 94-9-432 LIST 26 T75 32LH 426 • May 18, 1990 39' 3 11 •• ** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES LOADS 32.00 39-3 0/0 19.5 1.62 TL REQ .13 LL **LOAD CRITERIA** TOTAL LOAD= 426. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 2.000 KIP(S) TOTAL AT PP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH ----------------------TOTAL LOAD LIVE LOAD KIPS KIPS TC 1.100 .000 MOMENT DISTANCE 2-8 1/2 PROXIMITY IN INCHES .00 FROM pp 2 LOAD TO PP 2 SUPPORTING WEB MEMBER **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 38.9167 4-0 0/0 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 2-8 1/2 3-0 0/0 DEPTH LEFT 32 0/0 30 1/4 DEPTH DEPTH CENTER RIGHT . 32 0/0 32 0/0 (ACTUAL) 30 1/4 30 1/4 (EFF) **TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2266.3 30.293 2 -.659 2 4404.6 30.293 2D -1.954 3 3331.3 30.293 3 1.102 4 3136.0 30.293 4 -.947 5 3136.0 30.293 V2 .ooo 6 3136.0 30.293 5 .947 7 3136.0 30.293 6 -.947 8 3136.0 30.293 V3 .ooo 9 3136.0 30.293 7 .947 10 3136.0 30.293 8 -.947 11 3136.0 30.293 V4 .ooo 12 3136.0 30.293 SR .947 13 3269.1 30.293 7R -.947 14 3304.6 30.293 V5 .ooo 15 2390.5 30.293 6R .947 16 .o .ooo 5R -.947 17 .o .000 V6 .ooo 18 .o .000 4R .947 19 .o .000 3R -1.102 20 .o .000 2DR 2.524 21 .o .000 2R .659 RIGHT LEFT VAR DIM 2-3 1/2 VAR DIM INTERIOR PANELS 2-3 1/2 5 AT 5-4 0/0 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 40120.9 33507.8 .o 4947.7 31254.1 .o 23853.6 .o 46619.9 + 20444.8 61467.1 .o 3136.0 61467.1 .o 15883.1 .o 73001. 7 + 11321.5 81223.5 .o 3136.0 81223.5 .o 6759.8 .o 86132.6 + 2198.1 87728.9 .o 3136.0 87728.9 .o + 2363.5 .o 86012.5 6925.2 80983.3 .o 3136.0 80983.3 . 0 + 11486.9 .o 72641. 4 16048.5 60986.7 .o 3136.0 60986.7 .o + 20610.2 .o 46019.3 23839.4 30512.4 . 0 3554.5 31821.4 .o + 38101.7 .o . 0 •.. ' • ... : PURITAN-BENNETT , .-Ma:y .18, 1990 94.,.,9 ... 432 . LIST·. 2·6 ' I ·T75 . . . . ' . ----------------. **CHORO l~ESIGN** STEEL FY = 50'000. PSI ------------.--:,-~-· AXIAL STRESS LEND PANEL PP 10425:3 LEND PANEL MP 10425.3 L VAR PANEL PP 9724.1 L VAR PAN·EL MP 9724.1 · INT PANEL PP 2729,5 .«2 INT PAN·EL MP 27295. 2 ~ ~~ ~~it ~~ . §4§J :i REND PANEL MP 9900.6 REND PANEL PP 9900.6 AXIAL . MOMENT RATIO UNI LOAD .3475 -5163.8 .4327 1949.8 .3241 -5163.8 .4763 3"318.9 • 909'8 -3029 ,.:3 .• 9924 15:14. 7 •. 4,413 248'8. 7 • 3164 ""'5063·. 7 .4280 2910.3 .3300 -5063.7 BENDING STRESS 4021.4 603.9 4021.4 1028.0 2.3·59. 2 469.1 770.8 3943.5 ·901.4 3943.5 BENDING RAT·IO· .1340 .0213 .1340 • 0376, .0786 • 0170· .0277 .1314 • 0.321 .1314 COMBINED RATIO .4816 .4540 .4582 • 5.140 • 98'85 l.0'093 .4691 .4479 • 4·602 .4615 SEC DESCRIPTION AX+AL LOAD K. KL/R I FLRS LEl'lGTH 3,9-3 0/.0 33-0 o,o -i8 1 ~ · t .· ~ ~-~ X.281 87729~ 1.00 27.1 x~281 8613.3. 1.00 108.3 SEC 46 DESCRIPTION . AXIAL STRESS CBRMP 1480.2DEV 2 151.5REQ 0 1230.4REQ TL BC L .. 3 X 3 X. 281 .· 272·95. • 9098 BOTTOM CHORD EXTENS.ION == 0-10 1/2 :_ L/36.0 LI:VE LOAD. DEV =· 93'8. 2 .. PLF, L/240 LIVE TOTAL LOAD FOR DEFL = 116.9 •. 8 PLF. LOAD DEV= 14"07.4 PLF ' . ' --------------------'**END P~EL PESIGN** -------~--------~---AXIAL LOAD LE.FT . 335'07. 8 RIGHT 31821.4 K 1.00 1.00 **WEB. DESIGN** .STEEL FY ~-~---~----""."'-'!- WEB NO 2 31 2D 22 3 25 4 17 V2 14 ·5 17 6 22 V3 14 7' 29 DESCRIPTION KL/R 51.6 57.6 FLR WEB ·o. 2D O 2D TO END aASEL NGM NGM 2-8 1/.2 3-o· :Oi'O B. DEPTH . 5 0/0 5 0/0 -50000. PSI.. MIN VERT SHEAR = . END .REACTION = . 'REQ. . DEV Q2 .K KL/~ AX LOAD AX LOAD 6083.1 LBS • 24332.4.LBS. REQ FILLETAVBL WELD SIZE WELD SLOT 14.4X .188 14.0+ 3.6B 2.7X .137 4.9+ .Q 9.9X .163 12.2+ .OB i 8 22 V4 14-8R 22 L 2 X 2· X. 2 3·2 L Z X 2 X.137 L. 2 X . .2 X. 16~ Ll-1/2X1-1/2X.138 L1-1Z2Xl-1Z2X.115 L1-1/2Xl-1l2X.13'8 L 2 X 2. X.137 Ll-1/2.Xl-l/2X •. .115· L 2 X 2 X.213 L .2 X 2 X.137 Ll.,,1/2Xl-1/2X.115 L 2 X Z X.137 L 2 X 2 X~213.· L1-1/2X1-:1/2X.115·· L ' 2· X 2 . X.. 13 7· L~-11ax1~112x~145. L1,-1Z2Xl-1/2X.115 L1-,li'2Xl-li'2X.138 L 2 X 2 X.1o3 L1-1/2X1.,..1/2X.14i5 L 2 X 2 X.188 1.00. 90~1 + 40121.+ 52451. 1 1.00 8·5.8 -· 5440 • .:..-88-04. 2 1. 00• 51. 8 '23'854 .-28906. 2 1.00 95.1+ '20445.+ 23697. 1 i.oo 102~1 -_l575 • .,... 4~46. 2 1~-00 74.6.,.. 15883.-15823. 11.00 111.1 + 11321.+ 15877. 11.00 102.1 -3·575.-4646. 1 1.00 112.2 ~ 8849:-9561. l 1 .• 00 111.1 + 8.84:9.+ 15877. 1 1 .• ,00· 1.02 .1 -· · 357:5 • .,. 4646. 1. 1~00 .111.1 + 8,849.+ 15877. 10.ox .138 12.6+ .OB 2.lX .115 4.2+ .o· 7.8X .138 12.6+ .OB 5.6X •. 137 .5.9+ .O 2 • lX :115 4 ~ 2+ • 0 3.2X .188 5.~+ .O 4~3X .137 5.9+ .O 2.1x .115 4.2+ .o 4. 3X • 137 5. 9+ • O 3.2X .188 5.9+ .O 2.lX .115 .4.2+ .O 5.6X ~137 5~9+ .O 7.5X .145 12.6+ .OB 2.lX .115 4·.2+ .0 l - i 7R 29 1 V5 14 1 • 6R 22 5R 18 V6 .14 4R 17 3R 25 2DR 18 2R ?,7 . ·--/, 1' . • .. ': .. --J • _, • . . ~ -~-... ,-.. ·';-.. -... -,· ~ ~ ... , .. . 1 1. 00 112 .• 2 -8'84-9 ., -9561. 11.00102.1 -3575i-4646. 1 1.00 lllil +·11487.+ 15877. 2 1.00 74~7 -16049.-16608. 1·1.00 102.1 -3575.-.4646. 2 1~0~ 95~1 + 206ao.+ 23697. ·2 1.00 51.8 -23839.-28-906. 11.00110.4 --4026.-5072. 2 1.00 89~2 + 3£102.+ 42999. • ' •••• ~ .-. l • ' '· ,. • .·' ':, .:. : '. _,' -· . . --·... '. .. : ' -' .. 10.lX ~138 12.6+ .OB 9. 8X .163· 12. 2+ • OB 2.0X .145 4.0+ .o 13.7X .188 14.0+· .OB ' .. ; •• ,f •• ,., ..... _;{ .~... • -·~ .... , _.:.·. :_:. •• :· .... ·,..:.__,,,::·:-;· /.;,.~ ;.:·:·· ·• . ·~-~,-~_-,/ .. 7•rr-,-;;~--~~!.:::~~:;·.·:'.:-:::'(.~:~·:., ::_ :.,~"" ~-··:'··~ ... ,:~{ '• ~ • '' • . ---~ --"I""-• .,... --~ .. ... • .. -~ -... • • ' • ' .. , PURITAN-BENNETT 94-9-432 LIST 26 T75 • ·**BRIDGING REQUIREMENTS** ------------------------- • May 18, 1990 TC RYY = 1.640, BC RYY = 1.640, WLEN/(TC RYY) = 284.742 WORKING LENGTH= 38.917 FT BRIDGING SPACING DEVELOPED AT 19.458 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: 2D DISTANCE LEFT EITHER SET OR SPECIFIED. NOTE: 2D DISTANCE RGHT EITHER SET OR SPECIFIED. ': ' -.... PURITAN-BENNETT . 94-9-4.32 . LIST ·. 26 T62 . . 32LH 426 ·. • ,', .... . ". ,_, .., .May ia, •. i~90· __________ ...; ______ ~-------..;.,-....:--~--911'!"---------.---9"."'"------------------------~--------- ------,-,----,--~----' **LOiD CRITERIA** ---,--------------TOTAL LOAD = -426. PLF·, LIVE LOA,0. = LIVE LOAD DEFLECT.ION SPECIFIED AS. L/360 TOTL LOAD DEFLECTION SPECIFIED AS ~/240 CONCENTRATED 2.000 ~IP(.S) TOTAL AT PP ll .• . -------------------- 96. PLF. 2 3: 4 5 12 13 14 15 6 7 NOTE: SPECIAii DIMENSIONS DEFINED-------,----,----,---~~--- 8 9 10 WK LENGTH :la. 91'57 _ LEFT . RIGHT END PANEL END PANEL 4-0 OfO 4.;. 0 0/0 LEFT VAR DIM 2-3 1/2 RIGHT VAR . DIM INTERIOR PAN:ELS 2-3 1/2 5 AT 5-4· 0/0 LEFT TC RIGHT· TC END PANEL END.PANEL .3.;.. 0 0l0 .·3-0, 0/0 DEPTH DEPTH DEPTH LE;JrT CENTER RIGHT fACTU4L) 32 ·0/0· 32 0/0 32·0/o 3"0 1/4 30 1"/4 3·Q 1/4 EFF). --~~----------------**TRUSS JWALYSIS** ----~----~-~------EFF WEB WEB AXIAL LD AXIAL LO AXIAL, LD pp LOAb-.LBS DEPTH MEM SLOPE . IN WEB TOP CHORD BOT CHORD 1 2390.5 30.293 2. "'."'. 6ff9 + 37998.4, 31·735 .1 .o 2 3304.6 3.0 ~:2,93 2D -2~524 3·554. 5 3'0426. 0 .o 3 32ti9. i 30.293 3, . 1:102 23762 •. 6 .o 4588i.3 4. 3.136. 0 30,. 29-3 4 -.947. + 2.0527. 5 60788.7 • 0· 5 3:136 •. 0 30,.29.3 V2 •. ooo ·313.6. 0 60788.7 .o 6 3136.·0 30.-2.93 5 ~947 15965.8 .o 72383.3 7-3-13-6-. O 30.293 ·6 :., ,.._ 94'7 + 11404.2 80665.2 .o 8 3136.0 30.293 V3' ~000 -3136'.0 80665.2 .o 9 3136.0 ~o .29-3 7· .947 --'6842. 5 .o 85634.3 .1·0 · 3136 ~ 0 ..... 3,0 .293 · -8 -.947 + 2280.8 87290.7 .o 11 31:36. 0 30·. 293 V4 • oo·o ... 3.13'6 •. o 87290.7 .o 12 313·6. 0 3:0. 293 SR • 947 + 2.2·80 •. 8 .o 85634.3 13 326,9 .1 ·30. 2,9,3 7R ,.._ 947 .6842.5 '8·0665. 2 •. o .14: 3304,. 6 .30. 293 V5 .·000 -3136.0. 80665.2 .o 15 23·90.5 30. 2-93 6R .947 + 11404.2 .o 723·83. 3 16 .o .oo:o 5R -.947 ... 15965 .• 8 60788.7 .o 17 .• 0 .000 V6 · .000 3136.0 60788.7 .o .18 .o .ooo 4R .-947 + 2·0,527. 5 .o 45881.4 19 • 0. .ooo 3R -1.102 --·, 23.76-2:. 6 · 30426.0 .• 0 20 ·.o .000 1-DR ·. 2.524. 35·54. 5 3], 73·5 .1 .·o 21. !o • 000 .· ~R .-·659' · + 379.98~4 .o .o , : .. --~, ..., . ', ,': . . ..,. ·_. .. ' , .'.. ,: ..... ~:· :'::,?:'::/i~/\' _.-. · .. ,',:: ·.:·: ,-.. -. . . . .,... --~-" .. ' . '• ..... ~ '. -. . . . : ::· ·.... .' : .. /':.'.·.: :-<~ >· '<::/\~ . :.-?" ,,-_.:::,.~.·:': <. . .. , . , ... _,:::,:··-~::· \.t:·.:, .._,.-:.7,: ·-; · .·• >,:~~;. . .. ·• •,,•, .,r '.: ·~:::-:::•:'> -. • ··-,-·:~,-'.'" • -.•;, '...: ·:-• :,: •, , ... ,~ .. ~;, :' • ,' -~ ', . . ; .: ~-' ,. ' .. _ : 1,_.,_" ·, -,~' ;r· • , ' • PURITAN-BENNETT 94-9-432 LIST 26 T62 ----------------**CHORD DESIGN** STEEL FY = ----------------AXIAL STRESS LEND PANEL PP 9873.8 LEND PANEL MP 9873.8 L VAR PANEL PP 9466.5 L VAR PANEL MP 9466.5 INT PANEL PP 27158.9 INT PANEL MP 27158.9 R VAR PANEL MP 9466.5 R VAR PANEL PP 9466.5 REND PANEL MP 9873.8 REND PANEL PP 9873.8 May 18, 199,0 50000. PSI AXIAL MOMENT RATIO UNI LOAD .3291 -5063.7 .4269 2910.3 .3155 -5063.7 .4401 2488.7 .9053 -3029.3 .9874 1514.7 .4401 2488.7 .3155 -5063.7 .4269 2910.3 .3291 -5063.7 • BENDING STRESS 3943.5 901.4 3943.5 770.8 2359.2 469.1 770.8 3943.5 901.4 3943.5 BENDING RATIO .1314 .0321 .1314 .0277 .0786 .0169 .0277 .1314 .0321 .1314 COMBINED RATIO .4606 .4590 .4470 .4678 .9839 1.0043 .4678 .4470 .4590 .4606 SEC DESCRIPTION AXIAL LOAD K KL/R I FLRS LENGTH 39-3 0/.0 33-0 o,o TC 46 L 3 X 3 X.281 87291. 1.00 27.1 BC 46 L 3 X 3 X.281 85634. 1.00 108.3 SEC DESCRIPTION AXIAL STRESS CBRMP BC 46 L 3 X 3 X.281 27159. .9053 BOTTOM CHORD EXTENSION= 0-10 1/2 1480.2DEV 2 151.5REQ 0 1224.2REQ TL L/360 LIVE LOAD DEV= 938.2 PLF, L/240 LIVE TbTAL LOAD FOR DEFL = 1164.0 PLF. LOAD DEV= 1407.4 PLF --------------------**END PANEL DESIGN** --------------------AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 31735.1 1.00 57.6 0 2D 3-0 Of.O 5 0/.0 RIGHT 31735.1 1.00 57.6 0 2D 3-0 o,o 5 o,o --------------**WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 5822.3 LBS. --------------END REACTION= 23289.3 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION ~ K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 27 L 2 X 2 X.188 1.00 89.2 + 37998.+ 42999. 13.6X .188 14.0+ .OB 2D 18 Ll-1/2Xl-1/2X.145 1 1.00 110.4 -4024.-5072. 2.0X .145 4.0+ .o 3 25 L 2 X 2 X.163 2 1.00 51.8' -23763.-28906. 9.8X .163 12.2+ .OB 4 17 Ll-1/.2Xl-1/2X.138 2 1.00 95.1 + 20527.+ 23697. 10.ox .138 12.6+ .OB V2 14 Ll-1Z2X1-1Z2X.115 1 1.00 102.1 -3572.-4646. · 2.lX .115 4.2+ .o 5 17 Ll-l12Xl-112X.138 2 1.00 74.6 -15966.-15823. 7.8X .138 12.6+ .OB 6 22 L 2 X 2 X.137 1 1.00 111.1 + 11404.+ 15877. 5.6X .137 5.9+ .o V3 14 Ll-1/2Xl-1/2X.115 1 1.00 102.1 -3572.-4646. 2.lX .115 4.2+ .o 7 27 L 2 X 2 X.188 1 1.00 111.9 -8469.-8546. 3.0X .188 5.9+ .o 8 22 L 2 X 2 X.137 1 1.00 111.1 + 8469.+ 15877. 4.2X .137 . 5. 9+ .o V4 14 Ll-1/2Xl-1/2X.115 1 1.00 102.1 -3572.-4646. 2.lX .115 4.2+ .o 8R 22 L 2 X 2 X.137 1 1.00 111.1 + 8469.+ 15877. 4.2X .137 5.9+ .o 7R 27 L 2 X 2 X.188 1 1.00 111.9 -8469 _._ 8546. 3.0X .188 5.9+ .o V5 14 Ll-1/2Xl-1/2X.115 1 1.00 102.1 -3572.-4646. 2.lX .115 4.2+ .o 6R 22 L 2 X 2 X.137 1 1.00 111.1 + 11404.+ 15877. 5.6X .137 5.9+ .o 5R 17 Ll-1/.2Xl-1/.2X.138 2 1.00 74.6 -15966.-15823. 7.8X .138 12.6+ .OB V6 14 Ll-1Z2Xl-1Z2X.115 1 1.00 102.1 -3572.-4646. 2.lX .115 4.2+ .o 4R 17 Ll-l12Xl-112X.138 2 1.00 95.1 + 20527.+ 23697. 10.0X .138 12.6+ .OB 3R 25 L 2 X 2 X.163 2 1.00 51.8 -23763.-28906. 9.8X .163 12.2+ .OB 2DR 18 Ll-1/2Xl-1/2X.145 1 1.00 110.4 -4024.-5072. 2.0X .145 4.0+ .o 2R 27 L 2 X 2 X.188 2 1.00 89.2 + 37998.+'42999. 13.6X .188 14.0+ .OB , ' ' ' '~ ' .. ••• . . PURITAN""'.BENNETT . 94-~-4·32 . LIST . 2·6 T62 . --------------~-----~----~~~~t~~t~~~~~9~t~~~~·~~~~~· May 18., i990 TC RYY = 1.640, BC RYY = 1.640, WLEN/.(T.C RYY) = 284.742 ~~¥~a!gGL!ii~¥NG oiiE£6iEETAT 19.4!58 FT· FdR 1 RQW(S) OF H-BRIDGING. -----------~~------------ ...... -, . . :. :.-... ~· :· . .: ~~ ... " ', '. -_~, ~· -·· .. \ -~ . . , -~ . -. -, • • PURITAN-BENNETT 94-9-432 LIST 26 May 18, 1990 T63 32LH 426 39' 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH 32.00 39-11 1/2 DEVELOPED STANDARD STANDARD INCHES LOADS 19.8 1.64 TL REQ .14 LL **LOAD CRITERIA** TOTAL LOAD= 426. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 2.000 KIP(S) TOTAL AT PP 1 2 3 4 5 6 7 11 12 13 14 15 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED----------------------LEFT RIGHT 8 9 10 WK LENGTH END PANEL END PANEL 39.6250 4-0 0/0 4-O 0/0 LEFT VAR DIM 2-7 3/4 RIGHT VAR DIM 2-7 3/4 INTERIOR PANELS 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-0 0/0 3-0 0/0 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 32 0/0 30 1/4 32 0/0 32 0/0 (ACTUAL) 30 1/4 30 1/4 (EFF) **TRUSS ANALYSIS** pp 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 LOAD-LBS 2390.5 3380.1 3344.6 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3344.6 3380.1 2390.5 .o .o .o .o .o .o EFF DEPTH 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 .ooo .ooo .ooo .000 .000 .000 WEB MEM 2 2D 3 4 V2 5 6 V3 7 8 V4 8R 7R V5 6R 5R V6 4R 3R 2DR 2R WEB SLOPE -.658 -2.523 .954 -.946 .ooo .946 -.946 .ooo .946 -.946 .ooo .946 -.946 .ooo .946 -.946 .ooo .946 -.954 2.523 .658 AXIAL LD IN WEB + 38282.9 3635.8 25601.8 + 20531.6 3136.0 15969.0 + 11406.5 3136.0 6843.9 + 2281.3 3136.0 + 2281.3 6843.9 3136.0 + 11406.5 15969.0 3136.0 + 20531. 6 25601.8 3635.8 + 38282.9 AXIAL LD TOP CHORD 31976.4 30637.0 .o 63529.8 63529.8 .o 83413.9 83413.9 .o 90041.9 90041.9 .o 83413.9 83413.9 .o 63529.8 63529.8 .o 30637.0 31976.4 .o AXIAL LD BOT CHORD .o .o 48616.8 .o .o 75128.8 .o .o 88384.9 .o .o 88384.9 .o .o 75128.9 .o .o 48616.8 .o .1 .o : .... ,: : . --- , ' ' • . PURITAN-BENNET.T 94-9-432-LIST i6 T63. . ---~------------ .May ,18; 1990 *~CHORD DESIGN** STEEL FY --50.000. PSI -~-------~-~---~ AXIAL STRESS L END-PANEL PP 89.82. O LEND PANEL MP 8982.0 L VAR PANEL PP 8·605. 7 L VAR PANEL MP 86.05,. 7 INT PANEL PP 25292~2 INT PANEL MP 25292:2 R VAR PANEL MP 8605.7 R VAR PANEL PP 86'05. 7 R END PANEL MP 89.82. 0 REND PANEL pp 89e2~0 SEC DESCRIPTION TC 48 L 3 X 3 X.313 BC 46 L 3 X 3 X.281 SEC DESCRIPTION. AXIAL RATIO .2994 • ~88·8, .2869 .4274 .84.31 • 983'.l .427'4 • 28.69' .38J38 .• 2994 'MOMENT, UNI LOAD -5719.9 2668.4 -5719.9 3-327. 4 -3029.3 1514.7 33·27. 4 -5719.9 2668.4 -'5719'.9 A:XIAL9_0L0o4.A2D_ K KL/R • 7:5 40. 7 88365. 1.0Q 108.3 AXIAL STRESS CBRMP BENDING STRESS 4038.2 763.5 4'038. 2 952.1 2138. 7 433.4 952.1 4038.2 763.5 4038.2 BENDING. RATIO .1346 • 0270 .1346 • 0346 · .0713 .0156 • 034.6 .1346 .0270 .1346 I 1554.6DEV 159.9REQ 1285.3REQ FLRS 0 0 TL COMBINED RATIO · ~ 4340 .4158 .4215 .4620 .9144 .9986 .4620 .4215 .4158 .4340 LENGTH 39-11 1/2 3·3-8 1/2 BC 46 L 3, X 3 X.281 .. 2-ao15. • 933°8 BOTTOM CHORD EXTENSION L/360 LIVE LOAD DEV= TbTAL LOAD FOR DEFL = = 0-10 1/2 , 933.5 PLF, L/240 LIVE LOAD DEV= 1157.7 PLF. 1400. 2 PLF -----~----~---~---~-**END PANEL DE.SIGN*~ -· ----------------------AXIAL LOAD LEFT . 3·197 6. 4 RIGHT 31976.4 K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH 1.00 57.7 O -2D 3~ ti 0/0 . . 5 0/0 1. 0 0 5 7 • 7 0 2 D 3-0-0 lO 5 0 / 0 ---------~----**WEB DE$IGN~* STEEL FY, = ·5 0 0 0 0 ., PS·I· • MIN. VERT ·s-HEAR = 5 8 6 0 • 0 LBS_. "'!."---"!'9-----~--!"""~~ WEB NO DESCRIPTION 2 27 L 2 . X . 2 X'..188 .2D 18 Li-1/2Xl-1/2X.145 3 25 L 2 X Z X.163 4 17 Ll-l/.2Xl-1/2X~138 V2 14 Ll-1Z2Xl-ll2X:115 5 17 Ll-11/2Xl-lf2X.138 6 22 L 2. X 2 X.137 . V3 .114 Ll-1/2Xl-1/2X.11'5 7 · 27 L 2 X 2 X. 18 8· 8 22 L 2 .X 2 .. X.137 V4 14 . .L1..-.1/2Xl-1/2X.-11_5 8R 22 L 2 X 2 X.~37 7R 27 L 2 X 2 X.188 VS 14 Ll-1/2Xl-l/4X.115 6R 22 L 2 X 2 X.137 5R 17 Ll-1/2Xl-1/2X.138 V6 ·14·Ll-1Z2Xl-1z2x:115 4R 17 L1..-112x1-112x:13S 3R 25 L 2 ,X 2 X.163 2DR 1·8 Ll-1/2Xl-1/2X.145 2R 27 L ·2 X 2 X.188 -.~. _,.., ,, ,.. -.. ' : . -~ ,', ' ' ·,· ,; ' -·· _ ... :: . Q K 2 1~00 l, ·1. O'0 2 1 .• 0.0 2 1.00 1 1.00 . 2 1. 0-0 1 1.00 1 1.-00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 ·2, 1 .• 00 .1 1. 00 2 1.00 2, 1. 00 1 1.00 2 1.00 .. ,, END REACTION= 23440.1. LBS. REQ -DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 89.2 + 38283.+ 42999. 13~8X .188 13.8+ .OB 110.4 -4120.,.. 5-015. 2.ox .145 4.o+ .o 55.5 -25602.-28212. 10.6X .163 12.4+ .OB 95.1 + 20532.+ 2~697. 10.0X .138 12.5+ .OB 102.-0 -, 3586.-4648. 2.lX .115 -4.2+ .O 74:6 ... 15969.-15825. 7.8X .138 12.5+ .OB 111.0 +-11406.+ 1-5877. 5.6X .137 5.9+ .O 102.0 -3586.-4648. 2.lX .115 4.2+ .O 111. 9 --852-6. -8549. 3 .1x .188 5. 9+ • o 111.0 + 852-6.+ 15877. 4.2X .137 5,.9+ .O 102~0 -3586~-4648. 2.lX .115 4.2+ .O 111.0 + 85-26.+ 15877. 4.2X .137 5.9+ .O 111.9 -8526.-8549. 3.lX .188 5.9+ .O 102.0 -3586.-4648. 2.lX .115 4.2+ .O 111~0 + 11406.+ 15877. 5.6X .137 5.9+ .O 74.6,-159'69.,-1'5825. 7.8X .138 12.5+ .OB 102.0 -3586.-.4648. 2.lX .115 4.2+ .O 95.1 + 20532.+ 23697. 10.0X .138 12.5+ .OB 55.5 -25602.-28212. 10.6X .163 12.4+ .OB 110.4 -4120.-5075. 2.ox ~145 4.o+ .o 89.2 + 3,8283.+ 4299·9. 13.8X .188 13.8+ .OB -.. --_ ... --\ ~ ' ~ \ ~ ,.-,_-, -. - '.·, .. ';.' ' ...... -;,.. :--._:~: .:··:.-~~.-.,. \~:·}' ~::, ::, -· ·~·-: ~ ·:,. ~ --._._ .. PURITAN-BENNETT 94-9-432 LIST 26 T63 • **BRIDGING REQUIREMENTS** ------------------------- • May 18, 1990 TC RYY = 1.647, BC RYY = 1.640, WLEN/(TC RYY) = 288.675 WORKING LENGTH= 39.625 FT BRIDGING SPACING DEVELOPED AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. -------------------------NOTE: 2D DISTANCE LEFT EITHER SET OR SPECIFIED. NOTE: 2D DISTANCE RGHT EITHER SET OR SPECIFIED. ••• • PURITAN-BENNETT 9.4 . .:.,.9-432 · LIST. 26 T76 . 32LH 426 M~Y .. 18,, 199,0 39 1 3'11 -----~------~-----~~--------------~---------~--------------~--~--~--------~---** LONG SPAN JOIST DESJGN REQU:J:REMENTS**. SJI SPECS VULCRAFT ENG DEPT** -~;;;~--;;-~;~:;~---Bi~~i~ii~~~~i,~~iiE-i~ij~ijg~---------icig~~;~EFL-rgi~i---· 32.00 39-3 OjO 1~.5 1.62 TL REQ .1'3 LL -..:..,------'!""9---------**LOAD CRITERIA*·* ~----------~·~---TOTAL. LOAD· :::;· 42 6 • PLF , .. LIVE LO-A:D '=· 96. PLF. LIVE; ~OAD DEFLECTION S·PECIFIED AS L/ 3 60 TOTL LOAD DEFLECTION SPECIFIED AS L/240. CONCENTRAT_ED 2. 0.00 KIP(:S) TOTAL AT PP 1 2 3 4 5 6 7 8 9 10 11 12 13 l4 15 > ----~------------~----** CONOENTRATJ;i:D· LOADS** .FR.OM LEFT END .BASE LENGTH -. . . ----------------------. . ' TOTAL LOAD LIVE LOAD KIPS . KIPS MQME~T PROXIMITY 'FROM LOAD SUPPORTING DIST.ANOE IN INCHES . PP TO PP <WEB MEMBER TC · 1.10~ .-000 2-8 1/2 • 00 2 2 ---~----------------*~BAS:CC D~MENSIONS.** ---~~----------~----NOT.E: 'SPECIAL DIMENSIONS DEFI;NEJ:?-- WK LENGTH 3.8. 9167 LEFT . RIGHT LEFT . RIGHT END PANEL, END PANEL VAR DIM VAR DIM INTERIOR· PANEIB 4.;. 0 0/0 4-0 0/0 2-3 l/2 2-· 3 · 1/2 5 AT 5-4 0/0 DEPTH LEFT. 32 0/0 30 1, 4. DEPTH · DEPTH CENTER nIGHT 3,2 0/0 32 0/0 (ACTUAL). 30 1/4 30 1/4 (EFF) . ----------------~--**TRUSS ,ANALYSIS** --~----~--~---~---EFF WEB WEB pp LOAD.,.LBS 'DEPTH ME~ SLOPE 1 2"266. 3 30,.29.3 2 ..,. • 65-9-1!(, + 2 4404.6 30.293 .2D' -1 _954·;' - 3 33.31.3 30.293 3 1~102 ·-4 31.J,6-. '0 .. ~ 30 •. 2,93 4 --.• 947 + ·5 3136 .• 0 30.293 V2. • 000, -6 3136. o· 30. 29·3 5 .947 .AXIAL LD IN WEB 40120.9 4947~7 23853 •. 6 20444.8 '3136. 0 15883 •. 1 7 3136.0. 30. 293· 6 -.,94·7 . • 000 +. 11321.5 8 3136-. 0 30. 29·3 V3 3136.0 9 3·136.0 30.293 7 .947 ... 6759.8 10 3.136 .• 0 30. 2.93 8 -.947 + 2198 ."1 11 3136.0 30.293 V4 .ooo ... 3136.0 12 31;36.0 ,3.0.2~3 sR· · _94·7 + 2363.5 13 3269 .1. · 30. 29·3 ·7R: -.947 '692:5. 2 14. .3304 •. 6 30.293 V5 .000 3'136. 0 15 23:90. 5 30. 29.3 6R .947 + 1148,6 .9 . 16 .o .000 '5R .,. .9.47 1604:8. 5 17 .o .ooo V6· .. ooo, -,313:6. 0 18 .o .. o.oo. 4R .'947 + 2061.0.2 19 .o • 00.0 3R -1 .• 10·2 -2.38.39.4 20 .o .00'0 2DR . 2. 524 3554 .·5 21 .0 .000 -.2R .65-9 · + .381.01 .• 7 ·"'.:··· ' AXIAL LD AXIAL LD TOP CHORD BOT CHORD 33507.8 :o 3'.!-254.1 .o .o 46·619. 9 61467.1 .o- 61467.1 .. o .• 0 73001.7 81223.5 .o 81223.5 .·O .o 86132 .• 6 8772.8. 9 .. o 87728.9 .o .o 86012~5 l8§~5:5 .o .o .o 72641.4 ·60986. 7 .o 60986.7 .o .o 46019.3 30512.4 • 0 ' 3·1821.4 .o .o . ~ 0 1..- . '···~··~.-·-·;_ ..... ~~. . .. ,,::·.:. ·., !:.·t.·:.':""·:·,':.:,._ .·'~_:-, .... t • • '' ::.,··. ,;, ~ -~ .• _,;.. ,· u:. ' " . ' , . ~. . -,· -,.. .. :, ~' -...... ..., ' . . . ··.·: ... ·. ........... .: --·.·: ~ .. ~ ~·..::. . . . .i ·: -• • • • < ... '.. ~ • • • • • • ' '., • ' ,. '. ••• ', -,-··' • ' ~ -.. ·.·_·_: ·>..~ .. /~t:l-f:',,,.,.s. ·.:; · ·.: . ·:: :.':~ "'\ · ·:'. ·. :,' :.;~~ .. ''.::._/:·<·~···; ·-.:, .. ",-'' ::.: · ... ,·,: ·· -· :·:.,:~ ·, -::.··.-. '~··:· ~ . .. -. . . PURITAN-BENNETT 94-9-432 LIST 26 T76 • **CHORD DESIGN** STEEL FY = AXIAL STRESS LEND PANEL PP 10425.3 LEND PANEL MP 10425.3 L VAR PANEL PP 9724.1 L VAR PANEL MP 9724.1 INT PANEL PP 27295.2 INT PANEL MP 27295.2 R VAR PANEL MP 9493.4 R VAR PANEL PP 9493.4 REND PANEL MP 9900.6 REND PANEL PP 9900.6 May 18, 1990 50000. PSI AXIAL MOMENT RATIO UNI LOAD .3475 -5163.8 .4327 1949.8 .3241 -5,163. 8 .4763 3318.9 .9098 -3029.3 .9924 1514.7 .4413 2488.7 .3164 -5063.7 .4280 2910.3 .3300 -5063.7 • BENDING STRESS 4021.4 603.9 4021.4 1028.0 2359.2 469.1 770.8 3943.5 901.4 3943.5 BENDING RATIO .1340 .0213 .1340 .0376 .0786 .0170 .0277 .1314 .0321 .1314 COMBINED RATIO .4816 .4540 .4582 .5140 .9885 1.0093 .4691 .4479 .4602 .4615 SEC DESCRIPTION AXIAL LOAD K KL/R TC 46 L 3 X 3 X.281 87729. 1.00 27.1 I FLRS 1480.2DEV 2 151.5REQ 0 1230.4REQ TL LENGTH 39-3 0/.0 33-0 0/0 BC 46 L 3 X 3 X.281 86133. 1.00 108.3 SEC DESCRIPTION AXIAL STRESS CBRMP BC 46 L 3 X 3 X.281 27295. .9098 BOTTOM CHORD EXTENSION= 0-10 1/2 L/360 LIVE LOAD DEV= 938.2 PLF, L/240 LIVE TbTAL LOAD FOR DEFL = 1169.8 PLF. LOAD DEV= 1407.4 PLF **END PANEL DESIGN** AXIAL LOAD LEFT 33507.8 RIGHT 31821.4 K 1.00 1.00 KL/R FLR WEB 51.6 0 2D 57.6 0 2D TO END BASEL NGM NGM B. DEPTH 2-8 1/.2 5 0/.0 3-O 010 5 0/0 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 6083.1 LBS. --------------END REACTION= 24332.4 LBS. WEB NO DESCRIPTION 2 31 L 2 X 2 X.232 2D 22 L 2 X 2 X.137 3 25 L 2 X 2 X.163 4 17 Ll-1/.2Xl-1/.2X.138 V2 14 Ll-1Z2Xl-1Z2X.115 5 17 Ll-1/2Xl-1/2X.138 6 22 L 2 X 2 X.137 V3 14 Ll-1/2Xl-1/2X.115 7 29 L 2 X 2 X.213 8 .22 L 2 X 2 X.137 V4 14 Ll-1/2Xl-1/2X.115 8R 22 L 2 X 2 X.137 7R 29 L 2 X 2 X.213 V5 14 Ll-1/2Xl-1/2X.115 6R 22 L 2 X 2 X.137 5R 18 Ll-1/.2Xl-1/.2X.145 V6 14 Ll-1Z2Xl-1Z2X.115 4R 17 Ll-1/2Xl-1/2X.138 3R 25 L 2 X 2 X.163 2DR 18 Ll-1/2Xl-1/2X.145 2R 27 L 2 X 2 X.188 Q 2 1 2 2 1 2 1 1 1 1 1 1 1 1 1 2 1 2 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 90.1 + 40121.+ 52451. 14.4X .188 14.0+ 3.6B 85.8 -5440.-8804. 2.7X .137 4.9+ .0 51.8 -23854.-28906. 9.9X .163 12.2+ .OB 95.1 + 20445.+ 23697. 10.0X .138 12.6+ .OB 102.1 -3575.-4646. 2.lX .115 4.2+ .0 74.6 -15883.-15823. 7.8X .138 12.6+ .OB 111.1 + 11321.+ 15877. 5.6X .137 5.9+ .0 102.1 -3575.-4646. 2.1x .115 4.2+ .o 112.2 -8849.-9561. 3.2X .188 5.9+ .0 111.1 + 8849.+ 15877. 4.3X .137 5.9+ .0 102.1 -3575.-4646. 2.lX .115 4.2+ .0 111.1 + 8849.+ 15877. 4.3X .137 5.9+ .0 112.2 -8849.-9561. 3.2X .188 5.9+ .0 102.1 -3575.-4646. 2.lX .115 4.2+ .0 111.1 + 11487.+ 15877. 5.6X .137 5.9+ .0 74.7 -16049.-16608. 7.5X .145 12.6+ .OB 102.1 -3575.-4646. 2.lX .115 4.2+ .0 95.1 + 20610.+ 23697. 10.lX .138 12.6+ .OB 51.8 -23839.-28906. 9.8X .163 12.2+ .OB 110.4 -4026.-5072. 2.0X .145 4.0+ .0 89.2 + 38102.+ 42999. 13.7X .188 14.0+ .OB ·'·: .•. ' ' . ~· . ' .. .. ,. ••• PURITAN-BENNET.T .. ~4~9~ 432 LIST .2~ T7·6, . M?l:y 18., .19.90 -------~--~~-----~~~--~--- **BRIDGING REQJ:JIREMENTS·** TC-RY.Y-:-:-i:640;-Bc·-RYY-: . 1. (;40, · WLEN/ (Tc RY.Y> -= 284. 742 WORKING LENGTH. == 3 8 .• 917 F.T . · · BRIDGING SPACING DEVELOPED AT 19·. 458 FT fO;R, ~ ROW(S) OF H-BRIDGING. ------------~------------NOTE: 2D DISTANCE LEFT EITHER. SET OR SPECIFIED,. NOTE: . 20 DISTANCE:· RGHT EITHER $ET OR $PECIFIED., ;;;,, - -. .. , . _ _._;;},:' .: .. ·,·-.. -. ,-., ·: : __ ., .. _ ... : ·.· . .. .. .. _._ .: . :_. , _., . ~:~-':-~<-~:~::r:{·. ·.:r:·1<·:::t:~:::::··;_ .-. ~ . :_ ·. -.;. . : --: :~·. ~ .. ~-. , . ·. -~' . . . -. ' .. . .. ..... _._ ' -~ ,· •• j ,_,,-;-• :-~~~-.. -:~ .... , .>::·:·_"._ .. : .. • • PURITAN-BENNETT May 18, 1990 94-9-432 LIST 26 T77 32LH 426 39' 11-1/211 ---------------------------------------------------------------------~--~-----** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** BRIDGING LEFT END RGHT END DEVELOPED STANDARD STANDARD 19.8 ACTUAL DEFL POINT DEPTH BS LENGTH 32.00 39-11 1/2 **LOAD CRITERIA** -----------------TOTAL LOAD= 426. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 INCHES LOADS 1.66 TL REQ .14 LL CONCENTRATED 2.000 KIP(S) TOTAL AT PP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH ----------------------TOTAL LOAD LIVE LOAD KIPS KIPS MOMENT DISTANCE 3-0 3/4 PROXIMITY IN INCHES .oo FROM LOAD SUPPORTING PP TO PP WEB MEMBER TC 2.200 .000 2 2 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 39.6250 4-0 0/0 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-0 3/4 3-0 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 32 0/0 30 ll4 32 0/0 30 ll4 32 0/0 30 ll4 fACTUAL) EFF} ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2417.1 30.281 2 -.658 2 5580.1 30.281 2D -2.692 3 3331.3 30.281 3 .954 4 3136.0 30.281 4 -.946 5 3136.0 30.281 V2 .ooo 6 3136.0 30.281 5 .946 7 3136.0 30.281 6 -.946 8 3136.0 30.281 V3 .• 000 9 3136.0 30.281 7 .946 10 3136.0 30.281 8 -.946 11 3136.0 30.281 V4 .ooo 12 3136.0 30.281 SR .946 13 3344.6 30.281 7R -.946 14 3380.1 30.281 V5 .ooo 15 2390.5 30.281 6R .946 16 .o .ooo 5R -.946 17 .o .000 V6 .ooo 18 .o .000 4R .946 19 .o .000 3R -.954 20 .o .000 2DR 2.523 21 .o .ooo 2R .658 LEFT RIGHT VAR DIM VAR DIM INTERIOR PANELS 2-7 3/4 2-7 3/4 5 AT 5-4 0/0 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 41937.5 35029.0 .o 5952.7 32955.9 .o 25325.7 .o 50770.0 + 20293.1 65509.9 .o 3136.0 65509.9 .o 15730.5 .o 76935.7 + 11168.0 85047.5 .o 3136.0 85047.5 .o 6605.4 .o 89845.2 + 2042.8 91329.0 .o 3136.0 91329.0 .o + 2519.8 .o 89498.8 7082.4 84354.5 .o 3136.0 84354.5 .o + 11645.0 .o 75896.3 16207.5 64124.0 .o 3136.0 64124.0 .o + 20770.1 .o 49037.7 25839.3 30886.0 .o 3635.8 32225.5 .o + 38581.0 .o .o i. . ' .•.. ,_ .. ·· ' .. ·. PURITAN--BENNETT ,·94~9~·412 LIST ·.rr,77 . . . ----------------**CHORD DESIGN** ----------------. . . L END PANEL PP . LEND PANEL. MP L VAR PANEL PP L V~R PANEL MP INT PANEL.PP . INT PANEL MP R V:AR .PANEL MP R VAR PANEL PP R END PANEL MP- R ~ND PANEL PP Sr;i:'EE'.µ FY AXIAL STRESS 983,9 .4 ,9839. 4 9257.1 9257.1 25653 •. 8 25653.8 8675.7 8675.,7 9051.-9· 9051.9 SEC DESCRIPTION .TC 48 L 3 X 3 BC 46 ~ 3 X 3 X.313 x . .2:81 Ma¥ 18, 1990 i= 50000. ,PSI AXIAL RATIO .3280 .4299 MOMENT . . UNI LOAD • 3'086 ."1543 .• 8551 . 9330 . .: .4309 .2892 .3918 .3017 AXIAL LOAD . . 91329: 89845~ -.57'02. 7 2886.5 ·-5702. 7 3141.4 -3029 .• 3 1514.7 3327~4 -5719.9 2668.4 -57;t9.9 K KL/R 1.0.0 27~ 2 i~oo 108 .•. 3 BENDING STRESS 4026.0 825.9 4026.0 8-98. 9 ·2138.7 433.4 46~~:½ 763.5 4038.2 BENDING RATIO ~ 1'342 • 02,95 .1342 • 0328. ~0713 .0156 .0346 :1346 .mn1 .1.34: 6 I FLRS 1554.6DEV 2 15-9. 9REQ 0 COMBINED RATIO :J~~i .4428 .4870 .9264 .9486 .4655 .4238 .4188 .4363 LENGTH· 39-11 1/2 33-~ 1/2 BC SEC '1-6 o_.ELSCR3;I:PXTIO_ N3_ x. 2:_91 AXIAL STRESS CBRMP . . 2'84,15. · • 94 72 1303.7REQ TL BOTTOM. CHORD EXTENSION= 0-10 1/2 L/360 LIVE. LOAD. DEV == 93-3. 5 PLF_, L/240 LIVE' LOAD 14.00.2 PLF DEV= TbTAL LOI\'D FOR DEFL = 1174.2 P~F. . --.--.------------**END PANEL DESIGN** -· . - ___ , ________________ _ . . . AXIAL LOA'D LEFT 35029.0 K 1.00 1:00 KI-i/R FLll . WEB. . TO END BAS·EL NGM NGM B. DEPTH 5.9. o . o · 20 3-o 3 /4 5 o Io RIGHT 32225.5 57 •. 7 0 2D 3-O 0/0 5 0/0 ~--------------**WEB DESIGNjc-N S'rEE~. FY = 50000~ PSI. MIN VERT SHEAR= 6369.0.LBS. , END.REACTION= 25476.2 LBS. ------~---:----- WEB NO DES.CRIPTION 2 31 L -2: X 2 X •. 232 20 Z2 L 2 X 2 X.137 3 25 L 2 X 2 X~163 4 11 L1~112x1~112x.13~ V2 14 L1-1Z2X1~1Z2X~115 5 17 L1-1/2X1~1/2X.138 6 22 L 2 X 2 X~137 V3 14 L;L-1/2Xl-l,/2X~J.1·5 7. 29 L a· x 2 ·x.z13 8 22 L 2 X 2 X.137 .V4 14 L+-':1./2Xl-1/2X.115 '8R 22 L ·2 X 2 .X.137 7R 29 L 2 X. 2 X.2·13 V5 14. L1-.1/2X1-1/2X.115 6R 22 4 2 X 2 ·x~137 5R 1-8 L1-l/2Xl-1/~X.145. V6 14 Ll-.1Z2X1~1/2X.115 4R 17 L1-1/2X1 .... 1/2X.138 3R 2 5 L 2 X 2 X .• -16 3 · · 2D2RR 13_81, Ll-1f2X1-1/2X.145. L, 2 X .. 2 X •. 232 . .. REQ . .DEV REQ FILLET AVBL Q 2 K' KL/RAX LOAD A,X LOAD WELD SIZE WE.;I:.1D SLOT 1.00 90~1 + 41937.+ 52451. 15.lX .1&8 13.8+ 3.6B 1. 1.00 . 8·1.4 -. 644.0.-. 9178. 3.2X .137 4.8+ .O 2 1.00 55.5 -2532,6.-28212. 10.5X .163 12.4+ .OB a 1.-00 95.1·+ 20293,t 2~697. 9.9X .138 12.5+ .OB 1 l~OO 102.0· ~ 3593.-4648. 2.lX .115 4.2+ .O 2 1 .• 00 .74.6 15731.-1..582·5. 7.7X .138 12~5+ .OB 1 1.0.0 111.Q + .11168.+ 15877. 5.5X .137 5.9+ .• o .1 1.00 102:.0 .35:93.-4648. 2.1x .115 4.2+ .o 1 1.00· 112 .• 2 -··9266~.-9564. 3.3X .188 5.9+ .O 1 1.00 1.11.0. + · 926.6.+ 15877. 4~6X .137 5.9+ .O 1 1 .• 00 1'02~:o -.3593.-4648. 2.lX .115 4.2+ .O 11.00111:.-0 + 9266.+ 15877. 4.6X .137 5.9+ .O 1 1.00' 112-.-2. -· 9266.-9564. 3.3X .188 5.9+ .O 1 1.00 -102.·0..,. 359.3.-4648. · 2.lX ·.1l5 4.2+ .O 1 1.00 111.0 + 11645.+ 15877. 5.7X .137 5.9+ .O 2 1 ~ 00 ' 74 .• 6 -·1!52'0'8 ~--16611.. 7. 5X .145 12 ~ 5+ • OB .1, 1.00 102.0,.. ·3,593.-4648. 2.lX .115 4.2-t-.O 11:88 §'~:l· :t ~g:~1~:! ~J~i-~: 18:~~ :l~'~ l~:~t :8~ 1 1 .• Q.Q.:110.4 ,-.. 4.127.-5075 •. 2.0X .145· 4.0+ .O .' 2 1.00 .90.1 +.-38-'58·1.+ 52451. 13.9X .188 1~.8+ 3.·6B • •· r ' • • ' ~ • , I • • , : • ( _ ·_: ,f. . ' ., •.. _>:~ :--~/ :/:,/~:.:-;>-: -'; ,., . . . · .. ~ ' •. : . . ,:, . ,•,-. ·-.. . . --~-. . ~ ' ---·.. , ·_,.: .... -. ..... ,. • • • '. , •• ,. ~-.,;.,,,. -•• ·,. ('>,. --• ,., ,.·. ',\ ,:: ... :-~'.:·.:: :>:/.'. :-:::',:. ',, ' t•'.',., 'I ',' ,••!',,• r··.,. .,.-,( 1 --::7 --'.;--: .. !I.., •• •• • ;.. ' • • :, •,.,,,: :·~ .. ~~:-,· •• .,.__.\_· '; .. ,-:,.: __ ,·t: , ! 1r ;,;: ··: • ·} \' -''-~ : . , . : .. ".' ,, . ::. . · ... -. -· -. - r • ,,• • -'• .PURITAN-BENNETT 94-9-432 LIST 26 T77 •• **BRIDGING REQUIREMENTS** -------------------------- • May 18, 1990 TC RYY = 1.647, BC RYY = 1.640, WLEN/(TC RYY) = 288.675 WORKING LENGTH= 39.625 FT BRIDGING SPACING DEVELOPED AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. -------------------------NOTE: 2D DISTANCE LEFT EITHER SET OR SPECIFIED. NOTE: 2D DISTANCE RGHT EITHER SET OR SPECIFIED. '·· '· < -•, ••• -, l.. '.·· .. "' . .. PURITAN-,-BENNETT May. ;1..8.l '.J-990 94~9-432 LI$T 26 T78 32LH 3-06 39,. 6--1/2'11 . • --------------~-------~----~--~-~----~--~----~------~-------------------~-----** LONG SPAN JO:J:S'l' · DESIGN REQUIREMENTS** SJI SPECS VULCRAFT-. ENG DEPT** -------~ ... -----------~i:tocitNG ____ L·EFT-END-RGHT.,.END _________ ACTUAL-DEFL ________ _ DEPTH BS LENGTH SPACING STANDARD STAN:DARD INCHES 3 2 • 0 O 3·9-6 1 /2 . 13 • 1 1 • 2 7 TL .40 LL --------~--------**LOAD CRITERIA** ·------------~~--~-TOTAL l;iOAD :::;: 3·0 6 •. PL]r, LIVE LO,AD = 9 6 • P~F. ~l¥! t8!B ·EiJti8~!8~ ~~i8IJii8 !~ tf~-~g -~----------!--~----------...;---* *TCX/ CANT LOAD CRIT~RIA** ------~------------------~ . R TCX. .LOADS : UNIFORM = . 3 37 • . ELF. -~---~---------------·· -··**;BASIC DIMENSIONS** ---~--------------~-.. LEFT _ RIGHT LEFT RIGHT WK LENGTH .END PANEL END 'PANEL . VAR DIM VAR DIM INTERIOR PANELS 1~ 41/4 5 AT 5-4 0/0 ·39.2083 5-1 ~/o s~ 1 o/o. 1~ 4 1/4 DEPTH LEFT. 32 0/0 30 7"/8 LEFT TC RIGHT TC END PANEL END PANEL . 3-9 0/0 ~-9 0/0 DEPTH DEPTH CENTER RIGHT . 32 0/0 32 0/0 (.ACTUAL) 30 7/8 30 7/8 (EFF) ~--~-------,--------~-**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH .MEM SLOPE 1 548.2 3·0. 898 2 -.524 2 959. 4. 30.898 20 -i.~ 931 3 819.2 3:b. 898 3 1.901 4 816.0 30.898 4 -.966 ,,,5 816.0 30.898 V2 .000 -6 S-16~0 30. 898, ;'5, .96,6 7 816.0 30.-89.8 6 -.966 + + + 8 .. -816 .·0 ... .30.898 V3 • 000-... - 9. 816 .·o 3.0. 8.98 7 .• 966 10 816.0 30.898 8 -.966 + 11 816. o .. 30.898 V4 .ooo. 12 816;0 3.0. 898 8R .96,6 + 13 819.2 30.898 7R -.966 14 959.4 30.898 V5 .000 15 548 • .2 30.898 6R .966 + 16 .o .0Q0 5R -.966 ... 17 .o .000 V6 .000 18 .• 0 • ooo ·4R . .966 + 1.9 .o .000 .3R --1.901 ..,. 20 .o • 0Q.0 · 2DR.0: 1.931 21 · .o . oo:o 2R .524 + ~ -· . . . ·' : : . ': - AXIAL LD IN WEB 11748. 7 ·· 1.080. 4· -5074.4 5286.4 8·16. 0 4111.6 2936.9 '81.6~0-1762co1 · 587.'4 . ~n6.d .587 •. 4 1762.1 816.0 -~936. 9 4111.6 816.0 5286.4 5074 .• 4. · 1.080. 4 l;J..74'8.7 : :;, : , ~ ,• ~ . TCX LEFT o-0 0/0 TCX RIGHT 1-6 0/0 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 10407.9 .o 9911.0 .0 .o 1227.3.0 16.075. 9 .o 16075.9 .o .o 19033.8 . 21146.5 .-0 21146.5 • 0· .o 22414.1 228:36. 7 .o 22836.7 .o .o 22414.1 21146.5 .o 21146.5 .o .o 19033.8 1607·5. 9 .o 16075.9 ~ 0· .o 12273.0 9911.0 .o 10407.9 .o .o .o . . . ·-:, ~ ::·. ~·.:.~::~ ~. . :~ ;:· ~< ... : ': i.~:>:~_ . ' . ~ .. ~ ....... -. ---' ,-" .. ,. ' . ' ,. . ...... ' .. , -·· • PURITAN-BENNETT 94-9-432 LIST 26 T78' **CHORD-DESIGN** LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP STEEL FY AXIAL STRESS 9833.0 9833.0 9363.6 9363.6 21575.3 21575.3 9363.6 9363.6 9833.0 9833.0 TC BC SEC DESCRIPTION 22 L 2 X 2 22 L 2 X 2 X.137 X.137 DESCRIPTION May 18, 1990 = 50000. PSI AXIAL RATIO .3278 .5104 .3121 .5393 .7192 .9396 .5393 .3121 .5104 .3278 AXIAL LOAD 22837. 22414. MOMENT UNI LOAD -4448.0 3879.5 -4448.0 450.3 -2176.0 1088.0 450.3 -4448.0 3879.5 -4448.0 K KL/R 1.00 40.3 1.00 161.3 AXIAL STRESS CBRMP BENDING STRESS 15616.3 5176.4 15616.3 600.9 7639.7 1451.7 600.9 15616.3 5176.4 15616.3 BENDING RATIO .5205 .2588 .5205 .0255 .2547 .0640 .0255 .5205 .2588 .5205 I FLRS 506.lDEV 6 154.9REQ 0 329.lREQ TL COMBINED RATIO .8483 .7692 .8327 .5648 .9738 1.0036 .5648 .8327 .7692 .8483 LENGTH 41-0 1/.2 30-6 1,2 BC SEC 22 L 2 X 2 X.137 BOTTOM CHORD EXTENSION L/360 LIVE LOAD DEV= TbTAL LOAD FOR DEFL = 21575. .7192 = o-7 0/0 313.7 PLF, L/240 LIVE LOAD DEV= 306.0 PLF. 470.5 PLF **TCX DESIGN** SEC R 22 TC 40L BR BENDING MOMENT 4544. **END PANEL DESIGN** AXIAL LOAD LEFT 10407.9 RIGHT 10407.9 K 1.00 1.00 REQ S .151 DEV S .250 KL/R FLR WEB 68.9 1 2D 68.9 1 2D REQ I .085 DEV I .413 DEFLC IN. .150 LENGTH 1-6 0/.0 o-6 o,o BEARING DEPTH 5.00 TO END BASEL NGM NGM B. DEPTH 3-9 0/.0 5 0/0 3-9 o,o 5 o,o **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 1499.7 LBS. --------------END REACTION= 5998.9 LBS. WEB NO 2 8 2D 18 3 22· 4 8 V2 8 5 22 6 8 V3 8 7 14 8 8 V4 8 8R 8 7R 14 V5 8 6R 8 5R 22 V6 8 4R 8 3R 22 DESCRIPTION Q Ll-1/.4Xl-1/.4X.111 2 L1-ll2Xl-ll2X.145 1 L 2 X 2 X.137 1 Ll-1/.4Xl-1/.4X.111 1 Ll-ll4Xl-ll4X.111 1 L 2 X 2 X.137 1 L1-1/.4Xl-1/.4X.111 1 Ll-1Z4Xl-1Z4X.lll 1 Ll-1Z2Xl-1Z2X.115 1 Ll-1Z4Xl-1Z4X.111 1 Ll-1/4Xl-1Z4X.lll 1 Ll-1Z4Xl-l/4X.lll 1 Ll-1Z2Xl-1Z2X.115 1 Ll-1Z4Xl-1/4X-.lll 1 Ll-ll4Xl-1l4X.lll 1 L 2 X 2 X.137 1 L1-1/.4Xl-1/.4X.111 1 Ll-l14Xl-114X.111 1 L 2 X 2 X.137 1 K 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.20 REQ DEV REQ FILLET.AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 172.2 + 11749.+ 15911. 7.1X .111 10.7+ .OB 117.9 -1209.-4447. 2.0X .137 3.3+ .O 105.6 -5074.-6948. 2~5X .137 4.1+ .O 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .O 125.4 -930.-2519. 2.ox .111 3.1+ .o 112.1 -4112.-6279. 2.0X .137 4.8+ .O 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o 125.4 -930.-2519. 2.0X .111 3.1+ .O 149.9 -2159.-2205. 2.ox .115 4.o+ .o 180.5 + 2159.+ 7955. 2.4X .111 3.6+ .O 125.4 -930.-2519. 2.ox .111 3.1+ .o 180.5 + 2159.+ 7955. 2.4X .111 3.6+ .O 149.9 -2159.-2205. 2.0X .115 4.0+ .O 125.4 -930.-2519. 2.0X .111 3.1+ .O 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .O 112.1 -4112.-6279. 2.0X .137 4.8+ .O 125.4 -930.-2519. 2.0X .111 3.1+ .O 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .O 105.6 -5074.-6948. 2.5X .137 4.1+ .O .. ' ... · ' ' ··-·· '. •• PURI.TAN-BENNETT . 9.4-.9~ 432 LIST 26 _ M9-y 18 ;-.1990 T78 ---------~-----1'-*WE'.!3 DESIGN** STE·EL FY ----'!""9--------- WEB NO .DESCRIPTION 2DR 18 Ll-lj2Xl-ll2X.145· 2R 8 Ll-1/4Xl-l/4X.ltl -' --------------------------- · **BEIDGING REQUIREMENTS-** 50000. Q K 1 1.00 2-1.00 PS-I. MIN VERT· SHEAR = 1499. 7 LBS. · · END REACTION = 5998 .'9 LBS. . REQ DEV REQ FILLET AVBL KL/R ~X LOAD AX LOAD WELD SIZE WELD SLOT i11.s -12-09.~ 4447. 2.ox .137 3.3+ .o 172.2 + 11749.+ 15911. 7.lX .111 10.7+ .OB .. ic-RYY-: .... -i:222;-iic"'."RYY-= 1~~2-2., wLEN/(TC RYY) ·= 384.920 WORKING LENGTH== 39.208 FT BR~OGING SPACING STANDARD AT 13 .• 069 FT FOR 2 ROW(S'l OF H-BRIDGING. ' -,_ -------------------------NO'J:1E: I -i ,- J • • • . T ._ .. END PANEL SHORTENED DUE TO SLOPE OF WEH W3 /W.3R ' ; ~-~ . -. ' ,_ :.. ' -.. ·· . ., : . . •; " .. ·. . -' _,,.:.,· ,~ . . ' ~ . ..,. .. -:-"-.;_,. •, . .. • ¥ ·, • -: • '~ '!: • •• PURITAN-BENNETT 94-9-432 LIST 27 May 22, 1990 T79 32LH 516 39' 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST:DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL POINT DEPTH 32.00 BS LENGTH 39-11 1/2 DEVELOPED STANDARD STANDARD INCHES LOADS 19.8 1.59 TL REQ **LOAD CRITERIA** TOTAL LOAD= 516. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 CONCENTRATED .600 KIP(S) TOTAL AT PP 3 7 10 14 CONCENTRATED 1.200 KIP(S) TOTAL AT PP 4 5 6 11 12 13 ----------------------** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH .14 LL TOTAL LOAD LIVE LOAD KIPS KIPS TC 1.800 .ooo MOMENT DISTANCE 5-1 3/4 PROXIMITY IN INCHES 1.00 1.00 -1.00 FROM pp 3 7 9 LOAD TO PP 3 SUPPORTING WEB MEMBER TC 1.800 .ooo 15-1 3Z4 TC 2.000 .000 19-11 3Z4 TC 1.800 .ooo 22-5 3Z4 TC 1.800 .000 32-5 314 **BASIC DIMENSIONS** NOTE: LEFT RIGHT -1.00 -1.00 DIMENSIONS 10 14 7 9 10 14 DEFINED-- WK LENGTH END PANEL END PANEL 39.6250 3-6 0/0 3-6 0/0 SPECIAL LEFT VAR DIM 1-6 3/4 RIGHT VAR DIM 1-4 3/4 INTERIOR PANELS 6 AT 5-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-6 0/0 3-6 0/0 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 32 0/0 30 118 32 0/0 32 0/0 (ACTUAL) 30 118 30 118 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 860.0 30.177 2 -.754 2 1263 .1 30.177 Vl .ooo 3 3448.1 30.177 3 1.609 4 2490.0 30.177 4 -1.006 5 2490.0 30.177 V2 .ooo 6 2490.0 30.177 5 1.006 7 3690.0 30.177 6 -1.006 8 1290.0 30.177 V3 .ooo 9 3290.0 30.177 7 1.006 10 3690.0 30.177 8 -1.006 11 2490.0 30.177 V4 .ooo 12 2490.0 30.177 9 1.006 13 2490.0 30.177 9R -1.006 14 3690.0 30.177 V5 .ooo 15 1005.1 30.177 8R 1.006 16 1220.1 30.177 7R -1.006 17 860.0 30.177 V6 .ooo + + + +· + 18 . 0 .000 6R 1.006 · + AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD 31976.4 25527.0 .o 1263 .1 25527.0 .o 21185.5 .o 36707.9 20512.0 51169.5 .o 2490.0 51169.5 .o 17000.9 .o 63155.6 13489.8 72666.3 .o 2490.0 72666.3 .o 9978.7 .o 79701.5 4775.4 83068.3 .o 1290.0 83068.3 .o 2956.4 .o 85152.7 1682.7 83966.3 .o 3690.0 83966.3 .o 6885.9 .o 79111.5 10397.0 71781.3 .o 2490.0 71781. 3 .o 13908.2 .o 61975.7 \· .. , ;.:.,._:_· PURITAN-BENNETT . . · · . 9:4-9--432 LI-ST. 27 · T79 . -------~-----_, ___ ..;._ **TRUSS ANALYSIS** ---~---... ~--~~----- PP LOAD.-LBS 19 .o 20 .0 21 • 0. ····22--• 0 . 23 -.•. 0 24 .o . ------------------. . . EF.F DEPTH •. -000 • o·oo . .ooo .000 • 00.0 .000 WEB MEM 5R V7 .4R 3R ·vs 2R : . .Mc_ty 2:2/· 1990 WEB AXIAL LO SLOPE IN.WEB -1.006 .... '174.19 •. 3 • 000 3690.0 i .• 006 + . 22622.5 -1. 802-... ·19498. 7 . .000 . 122.0.1 • 754 + -~0333.8 **C:EIORD DE$IGN** STEEL FY= 50000. PS+ -.--~--.---~------AXIAL AXIAL -. MOMENT. STRESS RATIO UNI.LOAD LEND PANEL PP ·6624.8 .·22·08' . -.6243.7 L END PANEL MP 6624.8 .2978 · '· 5761.5 L VAR PANEL.PP -66i4.8 -;22.0.s -624-3.7 L VAR PANEL MP 6624.8 .2517 -1111.4 --·. : INT PANEL PP 22098. 9 • 7366.:. . -3225. o· INT PANEL MP 21791. 0 • 8.478 1·6·12. 5 AXIAL LO AXIAL, LO TOP CHORD BOT CHORD 4·9694. 6 .• 0 49694.6 .o .o 3374,5.0 24282.0 .o 24215.7 (;i6. 3 .o .o BENDING BENDING COMBINED -STRESS RATIO 3460.3 .1153 1243. 6 • 045'4 3460. 3 .11·53 615.9 .0:217 1787. 3 • 0596 3,48.1 .012(5 R VAR PANEL MP 6301. 7 • 23·6.6 -1259 .• 2. , , R VAR PANEL PP ·6301 .• 7 ~ 2101 6314 6 , .R END PANEL MP 6-284 .-5 ·;.2825 -5·7_32: 5 6:97. 9 • 0245 3:4·99. 5 .1167 1237.4 .0450 RATIO .3362 .3432 .3362 .2734 • -'7962 .8604 .2611 • 3267 .3276 .3261 . i R END PANE];; P~ 62.84 .·5 • 2.0.95 -6314 .• 6 3499.5 .1167 SEC DESCRIPTION· AXIAL LOAD ~ KL/R TC , 51 L3.,..1/2.X3-1/2X. 2.87 -83966. ·• 75 -32. 5 :t FLRS 1506.4DEV 0 LENGTH 39-11·112 34--8 1"/2 BC L.1::;3 L 3 ·x 3 X.2·5·0 -8'51-53. 1·.-00 ;1.:01.3 159.9REQ 0 1211.3REQ TL SEC .DESCRIPTION AXIAL STRESS' CBRMP BC 4·3 B~TT6M ~Hoio ~X~~,gSibN = 26,~Ig • 1~2 ° 9'873 · . L/36·0 ··LIVE LOAD. DEV. == :Q04. 5 PLF; ,L/240 LIVE LOAD DEV 135·6-. 8 PLF TbTAL LOAD FOR DE;FL = 10-91 .• O PLF. • . ----------------------. -' - **END PAN:E:1;,J .DESIGN** ---~----------~--~--AXIAL LOAD , .. -LEFT . 25-527. O ; RIGHT 2421'5. 7 K · KL/R FLR · WEB' · TO .END BAS:EL NGM NGM B. DEPTH 1 • 0 0 57 -~ 9· · 0 · -· V 3 ;;_ 6 0 / 0 5 0/ 0 -----~..;-------~~ J,.00 57.9 0 y 3-6 0"/0 5 0-/0· **WEB PESl;GN** STEEL 'FY== 50000. PSI'.. ,MIN VERT SHEAR= 5029.5 LBS. END REACTION= 20117.9 LBS. ----~---~~---- WEB ·2 Vl -3 4 V2 5 6 :p 8 . V4 · 9 9R. V5 SR 7R V6 '6R 5R •. ·No 22 .18. 20 17 14 18 25 14 29 18 8 2.5 25 14 18 14 14 27 20 :·-J ·· · .. :':.,_ : ", DESCRIPTION . L 2 X. 2 X.137 Ll-1/2Xl-1/2X.145 Ll-1Z2Xl-1Z2X.170 Ll-1J2X1-1Z2X.13b L1-1Z2Xl-1Z2X.115 Ll-1/2Xl-1/2X~145 L 2 X. 2 X.163 Ll-i/2Xl-1/2X.115 L 2 ~-2_ X.213- L1-1/2X1-1/ZX.145 L1•1"/4Xl-11/4X.111 L . 2' X 2 X.163 -L 2 X 2 X. 1·63· Ll-1/2X1-1/2X.115 Ll--1/2Xl-1{2X.145 L1-1z·2Xl-1Z2X~-115 . L1-1/2Xl--1/2X .• 115 L_ 2 __ X 2 X.188 Ll,-1/2Xl.-1/ 2X .170 ,.' . . REQ _ DEV REQ -FILLET-AVBL . _ Q K KL/~: . .(-\:X LOAD AX LOAD WELD SIZE WELD SLOT 2 1.·00 8·0.2 + 31976.+31754. 15.7X .137 15;,9+ .OB 1 1.00 102~3 -1683~~ 5870. 2.0X .145 4~2+ .O 2 1.00 60.4 -21185.-21789. 8.4X .170 11.6+ .OB 2· 1.00 91.8 t 2-0512~+ 23~97. 10.0X ;13s 12.6+ .OB 1 1.ob 101.1 -2910.-4672. 2.ox .115 4.2+ .o 2 1.00 72.l ~~17-001.-17012. 7.9X .145 12.6+ 40B 1 1.00· 107._7 + 13490-.+ 187163. 5.6X .163 '5.7+ .O 1 1 •. 00 101. 7 -2910·. -4672. 2. ox • 1.15 4 •. 2+ •. 0 1 1.00 108, •. 4 9979-.-10253. 3.6X .188 5.7+ .O 1 1.00 144.2 +. 7092.+ 12419. 3.3X .145 5.0+ .O -1 ·1.00 122·.4 --1110.-26.41. 2.ox .111 3~8+ .o 1-1~00·.107~7--7092.-8044. 2.9X .163 5.7+ .O 11.00107.7';... 7092.-8044. 2.9X .16.3 5.7+ .O 1 1.00 101.7 ~ 4110.-4672. 2.4X .115 4.2+ .-0 1 1.-00 144.2 + 7092.+ i2419. 3.3X .145 5.0+ .O . _21.00. 71.7 -10~97.-12997. 6.lX .115 12 .• 6+ .OB 1 1.00 101.7 -~ 2910.-4672. 2.0X .115 4.2+ .O 1 ·1.·00· 108-.1-+ 13·9·os.+ '21500. 5~0X .18.8. 5.7+-· .Q 2 1.00 · 72.4 -1741·9.-19720 •. 6.9X .170 12 ..• 6+ .QB .. ,,_.,. . . .. . .'; . ',, ... -·-: .. ,:-, t, ,•, • • · .PURITAN-BENNETT 94-9-432 . LIST 27 T79 **WEB DESIGN** STEEL FY WEB NO DESCRIPTION V7 14 Ll-1/.2Xl-1/.2X.115 4R 17 Ll-1Z2Xl-1Z2X.138 3R 20 Ll-1Z2Xl-1Z2X.170 V8 18 L1-1,2x1-1,2x.145 2R 22 L 2 X 2 X.137 **BRIDGING REQUIREMENTS** ·May 22, 1990 = 50000. PSI. MIN VERT-SHEAR= 5029.5 LBS. Ql K 1.00 2 1.00 2 1.00 1 1.00 2 1.00 END REACTION= 20117.9 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 101.7 -4110.-4672. 2.4X .115 4.2+ .0 91.8 + 22622.+ 23697. 11.ox .138 12.6+ .OB 58.7 -19499.-22072. 7.7X .170 11.5+ .OB 102.3 -1640.-5870. 2.0X .145 4.2+ .0 80.2 + 30334.+ 31754. 14.9X .137 15.9+ .OB TC RYY = 1.837, BC RYY = 1.633, WLEN/(TC RYY) = 258.899 WORKING LENGTH= 39.625 FT BRIDGING SPACING DEVELOPED AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. ·: .• -- T• .~ > .'-"" 0 ' ',. , . . . · PURITAN-BENNETT M~:y 22., 1990 ... 94.,..9-43.2 LIST· 27 I . TSO 32LH 516 3-.9' 1':L-1/'2'11 ----------------------~----,'!'9-------------------'!"--------------------,------------* * LONG SPAN JOIST DES'IGN R;EQUIRJ~_MENTS'.** .SJI SPECS VULCRAFT ENG DEPT** ----------~~--------~iinGrNct~--~£iiiT-:-iNo-iGHT.-iN-o _________ icTuii:-oi;r:-Pt>rNT __ _ DEPTH BS LENGTH DEVELOPED ST.ANDA.ED STANDARD INCHE:S LOADS 32.00 3,9-11 1/2 • ·19.8 -1.56 TL -REQ .15· LL -------------------**LQ~D 'CRIT_ERIA·** '---~---~----~~--- ' - ·TOTAL LOAD =; 516 • PI;iF, LIV~ ~OAD -· 9 6 • PLF. ~IVE LOAD 'DEFLECTION SPECIFIED AS-L/3.60 TOirL LOAD DEFLECTION S.PECIFIED AS L/';. 4-0. CONCENTRATED • 600 KIP(S) TTOOTT_ AALL· AA-'TT Pp_Pp 3 7 10 14 £~!:~!:~:~~~:,:.~·~£-~!: (S) 4 .. 5. ·E> 11 i2 13 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH . -' ' . -------------------------- TOTAL LOAD TC TC TC TC -KIPS LIVE LOAD-.KIPS· . MOMENT -PROX'IMITY FRO.M LOAD DISTANCE .IN INCHES P.P TO PP SUPPORTIN.G WEB.MEMBER 1.800 1.~ 800 1 .• 80,0 .1. 8.00 .OOQ ·• 000 .000 • 000· ----~------""'!!'---~-----**BAS•IC DIMENSIONS*·* ~ . , ---------------------- 5-1 3/4 1.00 3 3 15-1 3Z4 1.00 7 7 22-5 3/4 -1.00 10 10 32-5 3/4 -1 .• 00 14 14 NOTE: . S-l?ECIAL ,l)I_MENSJ:C):NS. PEFINED-- LEFT . RIGHT -LEFT RIGHT WK LENGTH END PANEL END PANEL -V.:AR DIM .39-~ 6250 -3-6 0/0 3 .... 6 0/0-1-6 '3/4 VAR DIM INTERIOR PANELS 1--4 3/4 6 AT 5-O 0./0 LE.FT TC RIGHT 'TC END PANEL END·PANEL 3·-· 6 0/0 -3-6 0'/0 DEPTH .DEPTH 'DEPTH LEFT .·CENTER RIGHT 3.2 bf.O 32 0:/0 32 ·:o/O (ACTUAL) 30 1/4 3d !/4 3n 1/4 {EFFl ------~--------~-- ' ' . . . ----~~~-----~-----EFF WEB·· WEB pp LOAD-,.LBS DEPTH ME:t1 'SLOPE 1 ... ,. -860. 0 30. 3.01' 2· -.7-5'8 2 1263.1 30 •. 301 Vl .000 3 344·a.1 · 30 •. 30.1 3 1 ... 616 - . 4: .2-4-90. 0. .3,0. 3:0,1 4 -1.010 5 .... 2490.0 -30.301 --v:2 .ooo 6 2490 .,o 30. 3.0.1 5· .1.0lb :tk .AXIAL to IN WEB +· . 302,36. 9. ... 12'63 .1 .... 19985.4 + J:9063.0 .,. . 24.96. O ·. -15559.0 7. 369'0. .• 0 30. 30-1 6 -1.010 +·. 12055.1 8 1290.0 30.301 V3 .• 000 2490-. 0 9 1290.0 3.0. 3'01 7 1~010 8551.1 10 3690.0 30.'3·01 a· -1.oto + ,3358. 5 11. 2490.0 30.301 V4 .ooo .1290· •. o · 12 2490.0 30.3.01 9 1.0.10 . --1543. 2 13 24.90. 0 30. 3:01 .9R -1.010 -272.1 14. -'36'90. 0 30.301' V5 • 000 _ ... _ · 369'0. 0 15 1,005.1 30.3·01. ·SR. 1.010 ·+ 5464.7 .16 122'0 •. 1 30.301 7R -1.·010 89p8.7 17, -860,. 0 30.-301 V6 .000 24,9-0. 0. 18 • 0 -• 000 .·. 6R ._. .. 1.010 ~ +.-, .. 12;472 •. 6 19· • 0 ·. .000 5R ---1~010 __ ...; '. 159-76.6 ', ~I ~ ,..• ' ,_ -:: ; • AXIAL LD AXIAL LD TOP CHORD BOT CHORD 24102.2 • O, 24102.2 .o .o 346.18. 5 48030.7 .-0 48030.7 • 0 .o 58977.6 67459.2 o·O 67459.2 .o .o 73475.5 75838.5 • 0 7583'8. 5 .o .o 769~4.2 767.32.8 .o. 76732. 8 .o .o 72888.0 66577.9 • 0 66577.9 • 0 .o 57802.5 4·6561. 8 .o ·lal· ,<\ •••• • PURITAN-BENNETT 94-9-432 LIST 27 T80 **TRUSS ANALYSIS** EFF WEB pp LOAD-LBS DEPTH MEM 20 .o .000 V7 21 .o .ooo 4R 22 .o .000 3R 23 .o .ooo V8 24 • o • 000 . 2R ----------------**CHORD DESIGN** STEEL FY ----------------AXIAL STRESS LEND PANEL PP 6770.2 LEND PANEL MP 6770.2 L VAR PANEL PP 6770.2 L VAR PANEL MP. 6770.2 INT PANEL PP 21607.5 INT PANEL MP 21553.8 R VAR PANEL MP 6403.4 R VAR PANEL PP 6403.4 REND PANEL MP 6403.3 REND PANEL PP 6403.3 SEC DESCRIPTION TC 48 L 3 X 3 X.313 BC 42 L 3 X 3 X.227 May 22, 1990 WEB AXIAL LD SLOPE IN WEB .ooo 3690.0 1.010 + 21169.2 -1.809 18337.3 .ooo 1220.1 .758 + 28598.5 = 50000. PSI AXIAL MOMENT RATIO UNI LOAD .2257 -6243.7 .3175 5761.5 .2257 -6243.7 .2515 -1111.4 .7203 -3225.0 .8263 1612.5 .2342 -1259.2 .2134 -6314.6 .3003 5732.5 .2134 -6314.6 AXIAL LOAD K KL/R 76733. .75 38.2 76924. 1.00 101.1 AXIAL LD TOP CHORD 46561.8 .o 22796.3 22796.3 .o BENDING STRESS 4407.9 1648.5 4407.9 784.6 2276.8 461.4 889.0 4458.0 1640.3 4458.0 AXIAL LD BOT CHORD .o 31667.8 .o .1 .o BENDING COMBINED RATIO .1469 .0585 .1469 .0265 .0759 .0162 .0299 .1486 .0580 .1486 RATIO .3726 .3760 .3726 .2779 .7961 .8426 .2641 .3620 .3583 .3620 I FLRS LENGTH 39-11 1/2 34-8 1"/2 SEC DESCRIPTION AXIAL STRESS CBRMP 1391. 3DEV 0 159.9REQ 0 1098.8REQ TL BC 42 L 3 X 3 X.227 29350. .9783 BOTTOM CHORD EXTENSION= 0-10 1/2 L/360 LIVE LOAD DEV= 835.4 PLF, L/240 LIVE LOAD DEV= TbTAL LOAD FOR DEFL = 989.7 PLF. · 1253.2 PLF **END PANEL DESIGN** AXIAL LOAD LEFT 24102.2 RIGHT 22796.3 K 1.00 1.00 KL/R FLR WEB 67.9 O V 67.9 0 V TO END BASEL NGM NGM 3-6 0/0 3-6 o,o B. DEPTH 5 0/0 5 0"/0 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 4779.5 LBS. --------------END REACTION= 19117.9 LBS. . WEB NO DESCRIPTION 2 25 L 2 X 2 X.163 Vl 18 Ll-1/2Xl-1/2X.145 3 20 Ll-1Z2Xl-1Z2X.170 4 14 Ll-1/2Xl-1/2X.115 V2 14 Ll-1Z2Xl-1Z2X.115 5 17 Ll-1"/2Xl-1"/2X.138 6 25 L 2 X 2 X.163 V3 14 Ll-1/2Xl-1/2X.115 7 27 L 2 X-2 X.188 8 18 Ll-1/2Xl-1/2X.145 V4 8 Ll-1"/4Xl-1"/4X.111 9 22 L 2 X 2 X.137 9R 22 L 2 X 2 X.137 V5 14 Ll-1/2Xl-1/2X.115 8R 18 Ll-1"/2Xl-1"/2X.145 7R 27 L 2 X 2 X.188 V6 14 Ll-1/2Xl-1/2X.115 6R 25 L 2 X 2 X.163 5R 17 Ll-1/2Xl-1/2X.138 V7 14 Ll-1"/2Xl-1"/2X.115 Q 2 1 2 2 1 2 1 1 1 1 1 1 1 1 1 1 1 1 2 1 K 1:00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 REQ _ DEV . . REQ FILLET AVBL RL/R AX LOAD AX LOAD WELD SIZE WELD SLOT 80.8 + 30237.+ 37526. 12.5X .163 13.2+ .OB 102.7 -1647.-5829. 2.0X .145 4.2+ .O 60.6 -19985.-21760. 7.9X .170 11.3+ .OB 91.4 + 19063.+ 19907. 11.2X .115 12.2+ .OB 102.1 -· 2874.-4644. 2~0X .115 4.2+ .O 72.2 -15559.-16182; 7.6X .138 12.2+ .OB 107.9 + 12055.+ 18763. 5.0X .163 5.7+ .O 102.1 -2874.-4644. 2.ox .115 4.2+ .o 108.3 -8551.-9126. 3.lX .188 5.7+ .O 144.5 + 6726.+ 12419. 3.lX .145 5.0+ .O 123.0 -· 1674.-2619. 2.0X .111 3.8+ .0 107.5 -6726.-6758. 3.3X .137 5.7+ .O 107.5 -6726.-6758. 3.3X .137 5.7+ .0 102.1 -4074.-4644. 2.4X .115 4.2+ .O 144.5 + 6726.+ 12419. 3.lX .145 5.0+ .O 108.3 -8969.-9126. 3.2X .188 5.7+ .O 102.1 -2874.-4644. 2.0X .115 4.2+ .O 107.9 + 12473.+ 18763. 5.2X .163 5.7+ .O 72.2 -15977.-16182. 7.8X .138 12.2+ .OB 102.1 -4074.-4644. 2.4X .115 4.2+ .0 t -' '·,.. : "' ~ ' : : . , .•.. ,·· ',,: .. . --' .. , . . .. . •• ~ ~: ~ } ; • < -' :_·· 7'' . ·. . . . : . ,. ' ,' ,, '• -•• .. : PURITAN-BENNETT .. . .. . . . 94-9_;_ 432 LIST . 2.7 T80. . · .. Mar 22 ,. ·1990 --------------**.WEB DESIGN** STEEL FY= 50(;)00. PSI. MTN WERT SHEAR = · . END REACTION = -' --. -------------- WEB NO DESCRIPTION. · .. 4R 17 Ll-1/2X1-l/2X.138· 3R 18 Ll-1Z2X1~1Z2X.145 V8· 18 Ll-1/2Xl-1/2X.145 · ·· .. 2R 20 Ll-;l.r~X.1-1/2X~ 170· .. ----------~--------------**BRIPGING REQUIREMENTS** REQ DEV Q K KL/R AX·LOAD AX LOAD 2 1.00 92.0 + 21169.+ 23697. 2 1.·00 58.7 --18;,337.-18997. 1 1.00 102.7 -1604.-5£29. 2 1.00 109.-3 + 28'59,9.+ 2•8°866. Tt-RYY-:~-1:64·7~-BC-RYY-: ·1.628, WLEN/(TC RYY) = 288.675 WORKING LENGTH = 3 9. 625 FT . . .. 1§ii~:~ t~~= REQ FILLET AVBL WELD SIZE. WEtD SLOT 10.3X .138 12.2+ .OB 8.5X .145 11.2+ .OB 2.0X .145 4.2+ .O 11.3X .170 13.4+ .OB BRIDGING SPACING DEVELOPEJ,) AT 19 •.. 813, FT FOR 1 ROW(S) OF H-BRIDGING .• t ! ' \ ~-----~~-~----!-~---------~ ' uo•• • ', • ' • ' i .• '• •. ~ ; , -' . : . . . . ---'.. -· -·, __ ,.. •1' .. . . ..,.',. -·.:··' '-·~ .... : --: -. . .. ..:. .. ·~ .. , :, •' . • . ·~ _:i.~;; ._ ~ . ' .• . • -. . '• .. -• -, •• -•• ' 1 • ' • :·: •, ,:.::..,.:;.",,,' •,•: •• ••• •'': .,..,-~ ,: ••' • ~.,~,.,-.. 1<.n ,...,.,. '• • .. , • • _. ,. ,, ,., .. ,•,~• .,,.-•,• •••· ' ·-.-•' . -.~ :;~ -· • '·,,-··. -··--·· •_t. ·~ "::._ ::,· .... .,._ :;; ... ,-.:::~?~---::·~ ·. __ ,_.,.4.~, :~::~-:\:;.::.:;-~:,~t--";--.::• (,'-~ . . '• .· ~-:' :._..·, -.. , ..... . • c:· •, ~ •• .. ..... -__ , .. --. . . .... ·--., ~' ' '. ,. . .. - I • ! • •• PURITAN-BENNETT 94-9-432 LIST 27 _May 22, 1990 T66 32LH 516 39' 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS -·VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH 32.00 BS LENGTH 39-11 1/2 DEVELOPED STANDARD STANDARD INCHES 19.8 1.65 TL .26 LL **LOAD CRITERIA** TOTAL LOAD= 516. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 ** CONCENTRATED LOADS** TOTAL LOAD KIPS TC --· 2. 000 LIVE LOAD KIPS .000 FROM LEFT END BASE LENGTH MOMENT PROXIMITY FROM DISTANCE IN INCHES PP 19-11 3/4 -1.00 9 LOAD SUPPORTING TO PP WEB MEMBER 9 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 39.6250 3-6 0/0 3-6 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-6 0/0 3-6 0/0 DEPTH DEPTH CENTER RIGHT ·DEPTH LEFT 32 0/.0 30 314 32 0/.0 32 0/.0 (ACTUAL) 30 314 30 314 (EFF) **TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 860.0 30.724 2 -.768 2 1263.1 30.724 Vl .ooo 3 1048.1 30.724 3 1.639 4 1290.0 30.724 4 -1.024 5 1290.0 30.724 V2 .ooo 6 1290.0 30.724 5 1.024 7 1290.0 30.724 6 -1.024 8 1290.0 30.724 V3 .ooo 9 3290.0 30.724 7 1.024 10 1290.0 30.724 8 -1.024 11 1290.0 30.724 V4 .ooo 12 1290.0 30.724 9 1.024 13 1290.0 30.724 9R -1.024 14 1290.0 30.724 V5 .ooo 15 1005.1 30.724 8R 1.024 16 1220.1 30.724 7R -1.024 17 860.0 30.724 V6 .ooo 18 .o .000 6R 1.024 19 .o .000 5R -1.024 20 .o -• 000 -V7 .ooo 21 .o .000 4R 1.024 22 .o .ooo 3R -1.834 23 .o .ooo V8 .. 000 24 .o .000 2R .768 LEFT RIGHT VAR DIM VAR DIM INTERIOR PANELS 1-6 3/4 1-4 3/4 6 AT 5-0 0/0 AXIAL LD IN WEB + 17012.8 1263.1 10660;9 + 11253.9 1290.0 9450.9 + 7648.0 1290.0 5845.0 + 4042.0 1290.0 2239.0 2359.2 1290.0 + 4162.2 5965.2 1290.0 + 7768.2 9571.1 1290.0 + 11374.1 10413.6 1220.1 + 17012.8 AXIAL LD TOP CHORD 13492.2 13492.2 .o 26908 .1-· 26908.1 .o 38853.9 38853.9 .o 45761.2 45761.2 .o 45677.3 45677.3 .o 38602.0 38602.0 .o 26488.2 26488.2 .o 13557.3 13492.2 .o AXIAL LD BOT CHORD .o .o 19045.8 .o .o 33510.8 .o .o 42937.4 .o .o 47325.5 .o .o 42769.4 .o .o 33174.9 .o .o 18541.9 .o 65.1 .o . ,, ', ... ,, •• •• .: · . PURI.TAN-BENNETT . . ·94..,.9-43.2 LIST 27: May 22, :L:990 · • J T<:i6 -·------------~-**CHORD DESIGN** ----------· -, -. -, LEND PANEL PP LEND PANEL MP L VAR .PANEL· PP ·L -VAR "PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP S';r'EEL FY AXIAL STRESS 7129~7 7129.'7 7129.7 7129.7 2'5008. 4 24181;8 7164.1 7164.1 7129.7 7129.7 SEC DESCRIPTION , TC 33 L2-1/2X2-1/2X.197 . BC . 2 9 L 2 X 2 X. 2'13 .50000. PSI AXIAL. RATIO. • 23.77 • 392:9 .2377 .289P· .8336 ·• 9460 • 28.48 • 23"88 .3929 • 2·377 J:,iOMENT. UNI LOAD -6243.7 5761.5 -·6243. 7 -·1111. 4, -3225.0 i612 .·5 -1259.2 -6314.,6 5732.5 -6314.6 AXIAL LOAD . 457·6.1. . K . EL/R 1.00 30.,3 1 ~ 00 152. 8. 4.7326 .• BENDING STRESS 9851.1 3520.2 9851.1 1753.5 5088.3 985.2 1986.8 9963.0 3502.4 9963.0 BENDING RATIO .3284 .1377 .3284 .0633 .1696 .0383 .0715 .3321 .1370 .3321 I· FLRS- COMBINED RATIO .5660 .5305 .5660 .3523 1.0032 .9843 .3563 .5709 .5298 .5698 LENGTH 39-11 1/2 34-1 1/2 ·SEC DESCRIPTION AXIAL STRESS CBRMP 823.8DEV 4 159. 9REQ 0 . 685.4REQ TL 'BC 29 L ·2 X. 2. 'X.213 .. 2933°5. .9778 BOTTOM CHORD EXTENSION= 0-7 0/0 L6360 l'.iIVE LOAD DEV=· 494.7 PLF, L/240 LIVE T TAL LOAD FOR DEFL = 617.4 PLF. LOAD DEV= 742.0 PLF --------------------**END: PANEL DESIGN;** ---------~--------~-AXIAL LOAD K KL/R FLR WEB TO .END BASEL NGM NGM B .• DEPTH LEFT 13'4'·92. 2· 1.00 80.9 ·o. V 3-6 0/0 5 0/0 RIGH'.I' 13492.~ 1 .• 00 80.9 0 V 3-6 O{O 5 010 -----------~--~*WEB DESIGN*·* STE.lEL FY . --.-------------· WEB NO DESCRIPTION 2 14 Ll-1/2X1~1/2X.115 Vl 18 Ll-1Z2Xl-1Z2X.145 3 8 Ll~l/4X1-1/4X~l11 4 25 L 2 X Z X~163 V2 .8 LJ,~1/4X1-1/4X.111 5 ~9 L 2 X 2 X.213 6 18 Ll-1/2Xl-1/2X.145 V3 8 Ll-1/4Xl-1/4X.111 7 22 L 2 X 2 X.137 8 14 L1-1/2Xl-1/.2X.115 V4 8 -·LJ.-1}4Xl-li'4X!·111 ,9 22 L 2 X 2 X.137 9R 22 L 2 X 2 X.137 V5 8 Ll-1/4X1~1/4X.111 SR 14 Ll-1/2Xl-1/2X.1I5 7R 22 L 2 X 2 X.137 . V6 8 Ll-1/4X1-1/4X.111 6R 18 Ll-1/2Xl-li'~X'..145 5R 29 L 2 X 2 X.213 V7 a L'.!--1/4Xl:-1/4X.111 4R 25 L .2 X 2 X.163 3R 29 L 2 ·x 2 X.213 V8 18 Ll-1/2Xl-1/2X.14'5 ·2R 14 L'.!--1/2Xl-1/2X.1J,5 ,. . = 50.QOO. PS·I. MIN VERT SHEAR = 2805. 8 LBS. 'END REACTION= 11223.3 ·LBS • REQ · DEV REQ FILLET AVBL Q2 K KL/R AX LOAD· AX LOAD . WELD SIZE WELD SLOT 1.00 108~1 + 11013.+ 19907. 10.ox .11s 11.2+ .OB 1 1.00 104.1 -149.2 .• -5688. 2.ox .145 3.4+ .o 2 1,,.00 73. 0 -10661. -106·89. 6. 5X .111 7. 6+ • OB 1 1 •. 00 108.7 + 11254.+ 18763. 4.6X .163 5.2+ .O 1 1.0-0 124.7 -1519.~ 2548. 2.ox .111 3.1+ .o 1 1 • 0 0 10 9 • 4 9 4 5·1 .• -10 0 6 7 • 3 • 4 X • 18 8 5 • 2 + . 0 1 i.00 145.5 + 7648.+ ~2419. 3.6X .145 4.5+ .O 1 1.00 124.7 -1519.~ 2548. 2.ox .111 3.1+ .o 1 1.0·0 108.2 -5845.-6681. 2.9X .137 5.2+ .O 1 1.00 144.7 + 4042.+ 9953. 2.9X .115. 4.5+ .O· 1 1.00 124.7 --1519.-2548. 2.ox .111 3.1+ .o 1 1.00 108.2 ~ 3922.-66~1. 2.ox .137 5.2+ .o 11.00 108.2 -3922~-6681. 2.0X .137 5.2+ .O 11 .• 00 124 .• 7..,. 15:19.-2548. 2.0X .111 .3.1+ .O 1 1.0d 144.7 + 41,62.+ 9953. 2.9X .11·5 4.5+ .O 1 1 • O.O 10 8 ;2 -5·9 6;5 ~ --6 fr8 l. 2 • 9 X • 137 5 • 2 + . O 1 1.00 124.7 -1519 .... 2548. 2.ox .111 3.1+ .o 1 1.00 145.-5 + 7768.+ 1'2419. 3.6X .145 4.5+ .O 1 1.00 109.4 -9571.-10061. 3.4X .18a s.2+ .o ~ 1.-00 124.7 ~ 1519.-2548. 2.ox .111 3.1+ .o 1.1.00 108.7 + 11374.+ 18763. 4.7X .163 5.2+ .O 1.1.20· 107.0 -1.0414.-10528. 3.7X .1.88 4.5+ .O 1 1.00 104.1 ~ 1449.-5688. 2.ox .145 3~4+ .o. 2 1.00 1oa.1 + l7013.+ 19907. 10.0X .115 11.2+ .OB .. ~ .. , -.. . . .. -. '. --~.,.,. . -·~ ~~.:·~· ';:~···~-··,:·_, -· ··/·.:~:·~{::_,\~ .. ~ .. ' .~ .. ·· .. ;, ... ..·--· . ..; ...,... ......... , .. ,_ :::7:·.~;~~·-;·:.?:· i .. ': _ ~ .... ' ~ ....... ~-~·· ... ~ ........... . " ~. . . ' - PURITAN-BENNETT 94-9-432 LIST 27 T66 • ~------------------------**BRIDGING REQUIREMENTS** ------------------------- •• May 22, 1990 TC RYY = 1.428, BC RYY = 1.241, WLEN/(TC RYY) = 333.042 WORKING LENGTH= 39.625 FT BRIDGING SPACING DEVELOPED AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. . . ' ''. ~ . 't ' ~ . t' . •• PURITAN,-BENNE,TT ·May 22, .19·90,_ . . .-. 9:4.,.9..,._,4,3.2--LIST 27· ---· . T67 32LH 5J,.6 3.9 ,.-· 6-_1/'8" · . ---------------~---------------------~--,-,-~--~-~------------------------------** I,iON<~ .SPAN JOIST -OESIGN -R:g!QUIREMENTS** SJI SPECS VULCRAFT ENG DEPT-*-~-------------:-..--.---,.---BRIDG!NG.,. ___ LEFi-ENO ... RG!iT-.E;ti-------·:--ACTUAL-bE;L--,.-----~-· ~~:i~. ~~-L!N~,7~· '8Pi~::~G STANDARp .ST#NDARO, Ir~~~STL -~--~---~----~~--i--- '·. **.LOAD 9RI'rERIA** ------~~~--~-~---TO1:!:1AL LOAD::;: 516. PLF:· LIVE.LO~D - LIVE LOAD DE.FLECTION SPECIFIED A$ 'TOTL LOAD DEFLECTION SPECIFIED AS ---~---~-,.--~-~---------,---,. . _ .. **';rCX/CAN.T LOAD GRI'rERIA** . -~--------~-~-----~--~---- L/3·60 L/240 . --·R TCX LOADS: UNIFORM ::::: · .568. -i?t;F .• -----------~----~---· .. **BASIC DIMENSIONS** .28 LL 96. :J?LF. -----,.---------LEP~--RIGHT LEFT RIGHT ' . -WK LENGTH 'END -PANEL END PANEL VAR DIM -VAR DIM · INTERIOR PANELS ... 39·. J/771.. .. !?-1 0/0 5-:,o .1. 0/0 :·: .1-4. 0/0. 1-4, 0/0· 5 AT 5.-4 0/0 LEFT TC RIGHT, TC ENff PANEL END PANEL · 3·:... 9 0/0 ·3-9 0/0 . ·LQEEFPTT_H DEPTH DEPTH CENTER RIGHT TCX LEF.T TCX RIGHT ; .. · 3,2 OfO' ·32. 0/0 32 0/0 fACTUAL) . --.30 7/8.· 3,0_ 7"/8 3·0 7/8; (EFF) · .. o-0 0/0 1-6 1/2 ------------------' --- '**TRUSS A:NALYS.IS** -' . ' -. ------------------ ···PP 1. 2 --LOAD-LBS. 3 4 ::5 6 7 8 9 :to 11-12 .. 13 14 15 '16 17. 18 19 2:0 21 924 •• 5 1613.8 1377.3 1376.0 1'376 ~ b 1376. Q. 1376.0 1376,.,0 1376.0 1376.0 1376.0, 1376'.0 1377.3 16·13. 8 924.5 .o .o •. o. .o •. o ~. 0 ' EFF DEPTH 30.850 3'0. 850 30. 8-50' 3,'Q. 850 30 .• 85·0 30.8s·o 30. 8150 30.850 30·. 8.50 3o.:850 3·0 •. 850 30. 85.0 30~ 85-0 3:0 •. 850 _30· .. 8SO .ooo .0.00 .000 • o-oo·· ·• 000 ~ooo , . ~:-,: , . ~ WEB WEB ~EM·· $LOPE· :2 -.'523 + 20· ·---1.9.28 · 3 .1. 921 4 .-.964 + V2 .ooo; ' -. 5. ~,9··64 6 -•. 9.64 + ·V3 •. 000 7 .·' . • 964 ~ ':"" 8 -.964 +· V4 ~000 8R • 964. + 7R -.964 -·Xi .0.00. -.• 964 + 5R ..,._ 964 ·v6 .000 4R .·964 , + 3R · -1.92'1 .2DR · [.928 2R ...• 52.3 + •' I • ~· • ~ ',_ ' "' ,, a ': • • • • • ,• • • • ' ~ ~ ... ,, '·-.-. '• AXIAL DD AXIAL LD 'IN -WEB· TOP CHORD 198,18,.5 . 17562,.6 1818 .·o 16725.6 8533.9 .o 8921.5 27·089. 4 · 137i6.; 0 27089.4 6938.9 .• 0 49'56~4 35653.1 ·1376.0 356"5_3 .1 2973 .8 .o 991. 3 · 38507.7 '1376. O 38507.7 991.3 ~.o ''2973.8 356'53.1 '1376 .• o 35.653 .1 49-5(5 .·4 .o 693·8. 9 -27089 .4 1376.0 ·27089.4 .8.921 .• 5 .o 8533.9 16725.6 1818.0 17.562. 6 19818.5. .o -' --· -.. . . --. . ..... . -.... - ... ·; . -,~.: ,:< .":.: .·., . ·• ::(:; ~_:~·. \:. c: ./~;\6~¥\t·;~:-':~:-:·1:: ;_/;:\0_i;(~::;-;.j,.:;::~·;;·tc 0 ~:.·.':; ~ ;:· :,:: ·: ' --,'"•• AXIAL LD. BOT CHORD ~:o . • O· 20666.6 • 0. • 0 . 32.084. 9 .o . ' • 0 37794~1· .o •. o 37794 .1 . .o .• o 32084 .'9 ~o .o 206.66. 6 .o .o .o . ,_ ' . .:. ~. .. . . .. : . : . . . ' ~ :· . . ·,. ~. . .. _.., ~-~-... r •, .. , ~~ •• • • PURITAN-BENNETT 94-9-432 LIST 27 T67 ----------------**CHORD DESIGN** LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP STEEL FY AXIAL STRESS 10045.2 10045.2 9566.5 9566.5 22025.1 22025.1 9566.5 9566.5 10045.2 10045.2 TC BC SEC DESCRIPTION 31 L 2 X 2 26 L 2 X 2 X.232 X.175 May 22, 1990 = 50000. PSI AXIAL RATIO .3348 .4812 .3189 .5132 .7342 .8565 .5132 .3189 .4812 .3348 AXIAL LOAD 38508. 37794. MOMENT UNI LOAD -7487.0 6547.4 -7487.0 720.3 -3669.3 1834.7 720.3 -7487.0 6547.4 -7487.0 K KL/R 1.00 40.8 1. 00 162. 3 BENDING BENDING STRESS RATIO 16214.3 .5405 5865.2 .2638 16214.3 .5405 645.3 .0243 7946.5 .2649 1643.5 .0645 645.3 .0243 16214.3 .5405 5865.2 .2638 16214.3 .5405 I FLRS COMBINED RATIO .8753 .7450 .8594 .5374 .9991 .9210 .5374 .8594 .7450 .8753 LENGTH 41-0 5/8 30-6 1"/8 SEC DESCRIPTION AXIAL STRESS CBRMP 722.8DEV 2 154.5REQ 0 553.7REQ TL BC 26 L 2 X 2 X.175 28764. .9588 BOTTOM CHORD EXTENSION= 0-7 0,0 ~6~!£ t6A~ ~g~DD~~r: ~i~:8 ~tF: L/240 LIVE LOAD DEV= 673.6 PLF **TCX DESIGN** SEC R 31 TC 40L BR BENDING MOMENT 8094. **END PANEL DESIGN** --------------------AXIAL LOAD K LEFT 17562.6 1.00 RIGHT 17562.6 1.00 --------------**WEB DESIGN** STEEL FY -------------- WEB NO DESCRIPTION 2 18 Ll-1/2X1-1/2X.145 2D 18 L1-1/2X1-1/2X.145 3 27 L 2 X 2 X.188 4 22 L 2 X 2 X.137 V2 8 Ll-1/4X1-1/4X.111 5 25 L 2 X 2 X.163 6 14 L1-1/2X1-1/2X.115 V3 8 Ll-l/4Xl-l/4X.111 7 22 L 2 X 2 X.137 8 14 Ll-1/2Xl-1/2X.115 V4 8 L1-1Z4Xl-1Z4X.111 8R 14 L1-1/2X1-1/2X.115 7R 22 L 2 X 2 X.137 V5 8 Ll-1/4X1-1/4X.111 6R 14 Ll-1/2X1-1/2X.115 5R 25 L 2 X 2 X.163 V6 8 Ll-1/4X1-1/4X.111 4R 22 L 2 X 2 X.137 3R 27 L 2 X 2 X.188 REQ S .270 DEV S .462 REQ I .155 DEV I .653 DEFLC IN. .154 LENGTH 1-6 1/2 o-6 0/0 BEARING DEPTH 5.00 KL/R 70.3 70.3 FLR WEB TO END BASEL NGM NGM B. DEPTH 5 0/0 5 0/0 1 2D 3-9 0/0 1 2D 3-9 0/0 = 50000. PSI. MIN VERT SHEAR= 2526.9 LBS. END REACTION= 10107.7 LBS. REQ DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 1.00 144.0 + 19819.+ 24839. 9.2X .145 9.5+ ". OB 1 1.00 117.8 -2035.-4458. 2.0X .145 3.3+ .o 1 1.20 106.0 -8534.-9522. 3.3X .175 4.1+ .o 1 1.00 112.0 + 8921.+ 15877. 4.4X .137 4.8+ .o 1 1.00 125.2 -1569.-2527. 2.0X .111 3.1+ .o 1 1.00 112.5 -6939.-7380. 2.9X .163 4.8+ .o 1 1.00 149.8 + 4956.+ 9953. 2.9X .115 4.0+ .o 1 1.00 125.2 -1569.-2527. 2.ox .111 3.1+ .o 1 1.00 112.0 -3641.-6288. 2.ox .137 4.8+ .o 1 1.00 149.8 + 3641.+ 9953. 2.9X .115 4.0+ .o 1 1.00 125.2 -1569.-2527. 2.ox .111 3.1+ .o 1 1.00 149.8 + 3641.+ 9953. 2.9X .115 4.0+ .o 1 1.00 112.0 -3641.-6288. 2.ox .137 4.8+ .o 1 1.00 125.2 -1569.-2527. 2.0X .111 3.1+ .o 1 1.00 149.8 + 4956.+ 9953. 2.9X .115 4.0+ .o 1 1.00 112.5 -6939.-7380. 2.9X .163 4.8+ .o 1 1.00 125.2 -1569.-2527. 2.ox .111 3.1+ .o 1 1.00 112.0 + 8921.+ 15877. 4.4X .137 4.8+ .o 1 1.20 106.0 -8534.-9522. 3.3X .175 4.1+ .o ,.· ·.: .• -· . , ~ . ' ' . . '. ... . . . . ' . . •' . . • •••• PURITAN~BENNETT .. 94~9-432 · LIST· 27 · -May 2.2, 1990- T67 -.. ---------·-----**W$,B ·OESIGN** STEEL.:FY = 50.000. . WEB Nb DESCRIPTION . 2DR .18 L_l-1/.2Xl-1/2X.145-2R · 18 Ll-1jf2x1-1,2x.14;5 . . . -------------------------. . .. *~-BRI-DGIN:G REQUIRE1',1ENTS·*-~ .. :. -------~---~---~--~---~~~ Ql_ I< 1.00 2 1~ oo· PSI. 'MIN VERT-SHEAR= · . END · REACTION = . REQ DEV KL/RAX LOAD AX LOAD 117.8 -2035.-4458. 144.-0 + 19819.+ 24839. 2526.9 LBS. 10107 ~7 LBS. REQ .FILLET AVBL WELD SIZE WELD SLOT 2.ox ;145 3.3+ .o 9.2X .145 9·.5+ · .OB TC _RYY =. 1.246, BC RYY' = 1.232, WLEN./(T.C R~Y) = 377.450 ;~¥~a¥gGlii~x~¥NG' s1i'AA5lioFIT 13 . .'059 FT FOR 2 ~OW(S) OF H-BRIDGING .• -~-~-----~----------~----. · NOTE: ENO PANEL $HORTE_NED DUE . 'rO . $LOBE OF WEB W3/W3R ! ' ',, I ''...t •• , ': ',.t .J. ' .1,"._ . . . . . ·.··· ..,,, ... ,. ..... ~ -~ •• • . PURITAN-BENNETT Jun 1, 1990 94-9-432 LIST 28 T81 32LH 516 35' 11-3/411 ----------------------------------~-------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT*·* ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES LOADS 32.00 35-11 3/4 17.8 1.24 TL REQ .12 LL ·.· **LOAD CRITERIA** TOTAL LOAD= 516. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 CONCENTRATED .600 KIP(S) TOTAL AT PP 3 7 10 14 CONCENTRATED 1.200 KIP(S) TOTAL AT PP 4 5 6 11 12 13 "** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH -·----------------------TOTAL LOAD LIVE LOAD MOMENT PROXIMITY FROM LOAD SUPPORTING KIPS KIPS DISTANCE IN INCHES pp TO PP WEB MEMBER TC 1.800 .000 5-1 3/4 1.00 3 3 TC 1·. 800 .000 15-1 3Z4 1.00 7 7 .TC 1.800 .000 22-5 3Z4 -1.00 10 10 TC 1.800 .-000 32-5 314 .00 14 14 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL 35.6458 3-6 0/0 3-6 0/0 VAR DIM VAR DIM INTERIOR PANELS 1-6 3/4 2-5 0/0 5 AT 5-O 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-6 0/0 3-6 0/0 DEPTH LEFT 32 0/0 30 112 DEPTH DEPTH CENTER RIGHT 32 0/0 32 0/0 (ACTUAL) 30 112 30 112 (EFF) **TRUSS ANALYSIS** PP LOAD-LBS 1 860.0 2 1263.1 3 3448.l 4 2490.0 5 2490.0 6 2490.0 7 3690.0 8 1290.0 9 1290.0 10 3690.0 11 2490.0 12 2490.0 13 2468.5 14 3883.5 15 860.0 16 • 0 17 . 0 18 . 0 19 . 0 20 • 0 21 .o EFF DEPTH 30.448 30.448 30.448 30.448 30.448 30.448 30.448 30.448 30.448 30.448 30.448 30.448 30.448 30.448 30.448 .ooo .000 .000 .000 .000 .000 WEB MEM 2 Vl 3 4 V2 5 6 V3 7 8 V4 8R 7R V5 6R 5R V6 4R 3R V7 2R WEB SLOPE -.761 + .ooo 1.624 -1.015 + . ono· -1.015 -1.015 + .ooo 1.015 -1.015 + .ooo 1.015 + -1.015 .000 1.015 + -1.015 .ooo 1.015. + -1.050 .ooo .761 + AXIAL LD IN WEB 26994.5 1263.1 17718.3 16339.4 2490.0 12843.8 9348.2 2490.0 5852.6 672.4 1290.0 1138.6 2949.6 3690.0 8129.8 11625.4 2490.0 15121.0 18283.9 3883.5 28270.6 ' AXIAL LD TOP CHORD 21479.7 21479.7 .o 42238.2 42238.2 .o 57813.6 57813.6 .o 62393.1 62393.1 .o 59523.8 59523.8 .o 45658.6 45658.6 .o 22435.9 22495.0 .o AXIAL LD BOT CHORD .o .o 30770.4 .o .o 51252.6 • 0 .o 61921. 2 .o .o 61594.0 .o .o 53817.9 .o .o 35046.0 .o .o • 0 . ~' ' . . ' -·.: .... -. · PURITAN.-BENNETT . . 94,..-9~. 432 : LIST . 28·:. T81 · -------~------~- .:, '·, --.-., ·:', : .-, . . . , · . Jup · i, .·1990 **CHORD DES'IGN*'* · ~TEEL FY = .pOOOO ~ PSI ------~~~~~--~---AXIAL AXIAL .MOMENT · STRESS RATIO UNI LOAD LEND PANEL pp 7471.2 .2490 -6243.7 L END PANEL MP' 7471.2 .3595 5761 .• 5 L VAR PANEL PP 7471.2 . .2490. -6243.7 · L VAR -PANEL ·:Mp··= · ·::-·7'471. 2 ·:" · :··_, · .• 2878 · ·-1111. 4. --___ ;:·.·INT.PANEL .. PP· ,21702.Q_ .. .7234 . .,,.3225 •. 0 .. INT PANEL .MP· ·21702.0. .8617 L612.5 R VAR PAN·EL MP 7803. 8 • 3294 · 450 ~ 1 R VAR PANEL PP 7803. 8 • 2601 -64,21. 0 R END: PANEL MP 7824 •. 4 • 3765 5689 .,1 R END PAN,EL pp-78~4. 4 .• 2608 -6421. 0 BENDING STRESS · 5413.5 1950.4 5413.5 963.6 2796.2 545.9 152.4 5567.2 1925.9 5567.2 ---------.-. '' ' .- BENDING RATIO .1805 .0725 .1805 . 033,8 ~-0932 .0200 • 005·5 .1856 - .0718 .1856 COMBINED RATIO -• 429·5 .4320 .4295 • 3'216 .8166 .8817 .3348 .4457 .4483 .4464 , SEC DESCRIPTION:·,. .... ·.AXIAL LOAD K · · KL/R I FLRS. LENGTH 3'5-11 3/4 30-5 l"-/4 TC . .43 L .3· X 3 X.250. ·. 62393 •· .. 75 ·_ 38. O · ., ... Bc.--· 38-~_. 1i2-:1/2x2 ... _1/2x.2·~;0. -61.921 .. 1.00 12·_1.8. .1157. 5DEV O . _ .116. 4REQ 0 ---·---.. SEC· ·DESCRIPTION·. AXIAL STRESS . CBRMP. -805.6REQ TL i . : ·Be . 3 8 .. L2 -i / 2 X2 -1 / 2 X. 2 3 0 . 2 8 4 3 5 • .· • 9 4 7 8 ', BOTTOM: CHORD EXTENSION == 0-8 3/4 . ·. L/360 LIVE LOAD DEV= 954.7 .. PLF, L/240 LIVE LOAD '1 ... .-.:-· ---C,. • TOTAL LOAD FOR DEFL = 9·96 ~ 7 PLF.. . . DEV= 1432.1 PLF ~-~------~-~~-~~----·**END PANEL DESIGN'*·* -----------~-----~~-KL/R FLR ·WEB TO END .BASEL NGM NGM 67.5 0 V 3~ 6 0/Q B. DEPTH -5 0/0 ,· 67.5 O V 3-6 0/0 --------------. . **:WEB DES:,I:GN·** STEEL FY -500'00. PSI. -·MIN VERT SHEAR = -END REACTION= WEB NO 2 2'0 Vl 18 3.--17 -4 14- V2 14 5 14 6 18 V3 14,. 7 22 8 1·8 V4 8 8R 18 7R 22 xi-1i 5R 14 V6 14 4R 27 3R. 20 V7 18 2R. 20 DESCRIPTION · · Ll~l/2X1-1/2X.170 Ll.,.1/2Xl-1Z2X.145 Ll-1/2X1~1z2x~1~8 _ Ll-1Z2Xl-iZ2X.115 . · Ll-1/2Xl-,-.. 1/2X .• 115 .. Ll-1Z2Xl-1Z2X.115 . L1-1z2.x1-1z-2x.1.4,5 Ll.,._l/ 2Xl-1/ 2X.115 L 2 X 2. X.137 Ll-1/2Xl-1/2X.14~ Ll-1Z4Xl-1Z4X.111 L1-1/2Xl-1/2X.145 L 2 X 2 X .•. 137 L1-11ax1~112x.115 Ll-1Z2Xl-lf2X.145 Ll-1Z2Xl-lZ2X.115 Ll-1/2Xl-1j2X.115 L 2 X 2 X'.188 :Eil~l/2X~-1/2X.170 Ll-1/2Xl~1Z2X.145 L1-1/2'Xl-1/2~.170 ',., ~ ,, ,, . .,· ' ',_ ... -.. ,. • ·-' -::. .!' • ·~ • ," ., ,_ Q K 2 1~00 1 1. o·o 2 '1. 00 -2 1.00 1 "'1 ~.00 2 1.00 . 1 1.00 1. 1.00 1 1.00 1 1.·00 1 1.0.0 1 .1.00 1 1.00 1 1.00 1·1.00 2. 1.00 1 1.ob 1. 1 •. 00 2 1.-0.0 · 1 1.00· 2 1~00 . .---· ... ~ :' _,.,.-:: .. -. ,,' ' :-~ .. :.,,~' -· Aa:~ •• ,·,-',~ .··,~ .• :_-:~~~:,~ ·,.;\·.-. -~ :. •I;.':, I:~:~: ' --•. •• :· __ •• , .. ~. :· .. .. : •• -1'_ . . --. · REQ.. DEV KL/RAX LOAD AX LOAD 109.5 + 26995.+ 28866. 103.2 -1575.-5781. · i50 •. 5· -17718.-17827·. 91~6 +·16339~+ 19907. 102.6.,. 2802.-· 4610. 72.0--12844.-12962. 144.8 + 9348.+ 12419 • 10;2. 6 ~ 2802. -~~ 4610. 107.7' -6311.~ 6731. 144.8 + 6311.+ 12419. 1 ~ 3 • 5 -· .16 0 2 • -2 5 9 4 • 144.B + 6311.+ 12419. 107.7 --6311~-6731. 102.6-.,.' 4002.-4610. 144 •. 8 + · · 8130 .+ '12·419. 72.Q -i1625.-12962. 10 2 ~ 6 -2:8 0 2 • -4 610 • 108.6 + 15121.+ 21500. 71.5 -18284.-19875. lOS.2 -4195.~ 5781. 109. 5, + 282.71. + 28866. ~ .. ' ~ ~·~' : . ·. ..,..._ , -, ·_:;<::Fr~:::::·~·,:--:· __ _.__::·-::···. 5 0"/0 4495. 8 -LBS. . 17983.lLBS. REQ FI.LLE';r' AVBL WELD SIZE WELD SLOT 10.7X .170 13.8+ .OB 2.ox .145 4.2+ .o 8.6X ·.138 9.6+ · .OB 9. 6X .11'5 10. 2+ • OB 2.ox 4115· 4.2+ .o 7.5X .115 10.2+ .OS 4.3X .145 5.0+ .O 2.ox .11s 4.2+ .o 3.lX .137 5.7+ .O 2.9X .145 5.0+ .O 2.ox .111 3.8+ .o 2.9X •. 145 5.0+ .O 3.lX .137 5.7+ .O 2.3X .115 4.2+ .O 3.8X .145. 5.-0+ .O 6.8X .115 10.2+ .OB 2.ox .11s 4.2+ .o 5.4X .188 5.7+ .O 7.2X .170 10.1+ .OB 2.ox .145 4.2+ .o 11.2X .170 13.8+ .OB '••. ,, ., . .., .... , -,' . PURITAN-BENNETT 94-9-432 LIST 28 T81 •• ------------.------------**BRIDGING REQUIREMENTS** ------------------------- • . Jun 1, 1990 TC RYY = 1.633, BC RYY = 1.435, WLEN/(TC RYY) = 261.898 WORKING LENGTH= 35.646 FT BRIDGING SPACING DEVELOPED AT 17.823 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: VERTICAL IN END PANEL RGHT EITHER SET OR SPECIFIED. ~ -i .. -• . ... . ; ' .. ; : -~ .. : . . ,: •... --. •• •••• . PURITAN-BENNETT ~u:p :-+, l~J90 .. . 94-9...; 432 .· LIST· 28 · T82. . 32:LH 516 . 3 9i. lJ.·<L/2." ---~---------------------------------~---~--------~---------------------------** LONG SPA~ JOIST -DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------~---------------~-----~-----------~--~----------------------------------BRIDGING LEFT .END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES LOADS 32.00 3·9-11 1/2 . 19;8 . -1.63 'TL REQ •. 14 LL ------~--~-------· *·*LOAD CRIT~RIA*.* .------~-~--~~~---TOTAL LOAD = ·516. PLF, . LIVE LOAD = LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS ~/240 96. PLF. CONCENTRATED .600 KIP(S-) TOTAL AT :i?P 3 7 10 14 (:!ONCENIJ;'~TED, 1.2 .. 00 KIP(S) TOTAL .. AT PP . 4 5· · 6 11 12 13 ------~-------------------·: .~. ** CONCEN.TRAWED LOADS'.k*·.'. FROM. :LEFT .. EN°D .. BASE LENGTH -~~~---~-~-~----------:.: ---TOTAL. LOAD .LIVE LOAD -KIPS . . KIP'S .. · -.. -MOME:tfT. _ · PR,QXI-MITY . FROM . LOAD .SUPPORTING WEB MEMBER . DISTANCE IN INCHES PP TO PP TC TC · TC ·.· TC ... · TC 1.aoo .ooa 1. 800· • 000 · 1.800 .000 ·. 1.800 -~00 10.000 •. ooo . . . --------------------. . . **BASIC DIMENSIONS** -------------------- 5-1 3/4 1.00 3 3 15-1 3Z4 1.0-0 7 7 22-5 3Z4. -1.00 10 10 32-5 3Y. 4: . . -1-•. 00 . 14 14 · 36~ 3 i/4 .oo 16 16 NOTE: SPECIAL DIMENSIONS DEFINED-- RIGHT WK LENGTH, ENtEi~EL EN~I~~~EL : .. /.:_:_-,_~9.62p0 3, .. :-::.~. 0/0 ·3·-8 1/4 . LEFT V:AR DIM 1---6_ 3/ 4 VAR DIM. INTERIOR PANELS 1-~ 1/2 6 AT 5·-0 0/0·. ' -LEFT Tc-· RIGHT TC'····· ·END· PANEL.END PANEL 3-6 Q/0 3 ... · 8 1/4 I·:-·:--DEPTH . DEPTH .DEPTH,.:· . LEFT CENTER: RIGHT ·· · ·~ •, .... -·~--' . " ' 32 0/0 · '32 O/o-· 3'2 0/0 ·-(.ACTUAL) ·· 30 1/4 30 11/4 30-1/4 (EFF) ------------------. . . **'I1RUSS ,i.w~LYSIS** -------~------~--- pp 1 2. 3 A .5 ' 6. 7 '8 ·9 ·.···.10 · 11 12 '13 14 15 16 , 17 18 LOAD-LBS.· · 8.60.0 1263.1 3448 .,1 ., . 2490.0· . 2·490. O · 2490.0 1~§8:8 1290. 0 . .. 3690.0 2490.0 2490~0 2490.0 3690.0 956~8 1-1220~1 908. 4 · . ~ 0 ' , . EFF · WEB WEB--. AXIAL LD .:DEPTH· MEM SLOPE · , · IN WEB 30.2-92' 2 . -.757. + 31713.9. 30. 29,2 _ V:1 • 000· 1263. 1 30.29.2· ..... 3 · '1.616 ,.--·, ... -21031.9: 30. 292 4 ... -1. 010' + 20316 ~-1 3 0 .-2 9 2 V2 • 0 0 0 , 2 4 9·0 • 0 30. 292 5 . 1. 0:10 · -16811. 7 30.292 6 -1.010 + 13307.3 30. 292 V3 .• 000 24.90. 0 30.-292. · · 7 1.010 9802.8 30.292 8 . -1.010· +·' 4609.5' 30. 2·92 V4 • oob 1290. o 30 .• 292 9 i ... 010 2793. 9· 30 •. 29-2 9R -1. 010 · + " 9'78. 4 ·· 30.29'2 V5 .000' -3690:0 • 30.292 8R 1.010 +. 4214.9 30.2:92 7R .-1.010. '7719.4 30 :~.6:8 ---xi.· i:8Y8:; ·.i"i~~~:-~ -·: ... ,,,.· ·. ,,·:.'. ·-.. ' .. ' ·, 1.' • ' ., -: ::_;' ..... i • ~ ' ., --. '-.::._,'., '· .. . ' .... ,. ,~ ... . ·:·: ·. ·_' _ ·1·-.. ~~\.' 'i·-~·: .. j 1--:·~.: ....... :,r.::,: _' _.:\ _:_·.~.:-;:·< _;~~-~~~-r·:..:·<·< AXIAL-LD TOP·CHORD 25282.2 25-282.2 . ' • 0 50647.2 50647.2 .o 718·41. 0 71841.0 • o· 81982.5 81982.5 .o 84637.0 84637.0 .o 76239.2 76239.2 .• 0 ', \ ~ .. ~· •'. '• ..... ~ ·•,·,' ' ~., ...... ·.·. -·' ,: .. ' .. ~ .. ·-.-....... , ·-.· . '.' .~-· ' AXIAL LD BOT CHORD .o .o 36351. 3 . .o .o 62477.1 .o . • 0 78738.9 .• 0 .0 8394·8. 5 .o .o 8167.,1.1 .o . !o 6834.1.4 • • .PURITAN-BENNETT 94-9-432 LIST 28 T82 **TRUSS ANALYSIS** EFF WEB pp LOAD-LBS DEPTH MEM 19 .o .000 5R 20 .o .000 V7 21 .o .ooo 4R 22 .o .000 3R 23c • 0 . .000 vs 24 .o .000 2R ----------------**CHORD DESIGN** STEEL FY ----------------AXIAL STRESS LEND PANEL PP 7101.6 LEND PANEL MP 7101.6 L VAR PANEL PP 7101.6 L VAR PANEL MP 7101.6 .INT PANEL PP 23774.0 INT PANEL MP 23774.0 R VAR PANEL MP 10316.1 R VAR PANEL PP 10316.1 R END PANEL MP . 10316.1 REND PANEL PP 10316.1 SEC DESCRIPTION TC 48 L 3 X 3 X.313 BC 43 L 3 X 3 X.250 SEC DESCRIPTION . BC 43 ·L 3 X 3 X.250 . Jun 1, 1990 WEB AXIAL LD AXIAL LD AXIAL LD SLOPE IN WEB TOP CHORD BOT CHORD -1.010 14728.2 57977.5 .o .000 3690.0 57977.5 .o 1.010 + 19921.6 .o 43959.4 -2.089 16753.6 36725.9 .o .ooo 11220.1 36725.9 .1 • 717 + 45190.1 .o .o = 50000. PSI AXIAL MOMENT BENDING BENDING COMBINED RATIO UNI LOAD STRESS RATIO RATIO .2367 -6243.7 4407.9 .1469 .3837 _ .3330 5761.5 1648.5. .0587 .3918 .2367 -6243.7 4407.9 .1469 .3837 .2638 -1111.4 784.6 .0265 .2902 .7925 --3225.0 2276.8 .0759 .8684 .9115 1612.5 461.4 .0163 .9278 .3712 -7284.2 5142.5 .1732 .5444 .3439 -7284.2· 5142.5 .1714 .5153 .5003 6298.2 1802.1 .0672 .5676 .3439 -7284.2 5142.5 .1714 .5153 AXIAL LOAD K KL/R I FLRS LENGTH 84637 • • 75 38.2 1465.0DEV 0 39-11 1/2 83949. 1.00 101.3 159.9REQ 0 34-6 1/4 1208.6REQ TL AXIAL STRESS CBRMP 29439. -• 9813 BOTTOM CHORD EXTENSION = 0-10 1~2· · · · L/360 LIVE LOAD DEV= 879.7 PL, L/240 LIVE-LOAD DEV= 1319.6 PLF TOTAL LOAD FOR DEFL = 1088.6 PLF. **END PANEL DESIGN** AXIAL LOAD LEFT 25282.2 RIGHT 36725.9 K 1.00 1.00 KL/R FLR 67. 9 . 0 71.7 0 **WEB DESIGN** STEEL FY WEB NO DESCRIPTION 2 25 L 2 X 2 X.163 Vl 18 Ll-1/2Xl-1/2X.145 3 20 Ll-1/.2Xl-1/.2X.170 4 17 Ll-1/.2Xl-1/.2X.138 V2 14 Ll-1/.2Xl-1/.2X.115 5 18 Ll-1/2Xl-1/2X.145 6 25 L 2 X 2 X.163 V3 14 Ll-1/2Xl-1/2X.115 7 29 L 2 X 2 X.213 8 22 L 2 X 2 X.137 V4 8 Ll-1/4Xl-1/4X.lll 9 29 L 2 X 2 X.213 9R. 22 L 2 X 2 X.137 V5 14 Ll-1/2Xl-1/2X.115 8R 22 L 2 X 2 X.137 7R 29 L 2 X 2 X.213 V6 14 Ll-1/2Xl-1/2X.115 6R 22 L 2 X 2 X.137 · 5R 17 Ll-1/2Xl-1/2X.138 =,50000. Q2 K 1.00 1 1.00 2 1.00 2 ·1. 00 1 1.00 2 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 2 1.00 WEB TO END BASEL NGM NGM B. DEPTH V 3-6 0/0 5 0/0 V 3-8 1/4 VP 5 0/0 PSI. MIN VERT SHEAR= 6810.0 LBS. END REACTION= 27240.1 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 80.8 + 31714.+ 37526. 13.1X .163 13.2+ .OB 102.6 -1686.-5832. 2.ox .145 4.2+ .o 60.6 -21032.-21762. 8.3X .170 11.3+ .OB 92.0 + 20316.+ 23697 •. 9.9X .138 12.3+ .OB 102.1 -2913.-4646. 2.ox .115 4.2+ .o 72.2 -. 16812.-16990. 7.8X .145 12.3+ .OB 107.9 + 13307.+ 18763. 5.5X .163 5.7+ .0 102.1 -2913.-4646. 2.ox .115 4.2+ .o 108.6 -9803.-10213. 3.5X .188 5.7+ .0 107.5 + 9584.+ 15877. 4.7X .137 5.7+ .0 122.9 -1713.-2621. 2.0X .111 3.8+ .0 108.6 -9584.-10213. 3.4X .188 5.7+ .0 107.5 + -9584.+ 15877. 4.7X .137 5.7+ .0 102.1 -4113.-4646. 2.4X .115 4.2+ .0 107.5 + 9584.+ 15877. 4.7X .137 5.7+ .0 108.6 -9584.-10213. 3.4X .188 5.7+ .0 102.1 -2913.-4646. 2.ox .115 4.2+ .o 107.5 + 11224.+ 15877. 5.5X .137 5.7+ .0 72.1 -14728.-16184. 7.2X .138 12.3+ .OB ··:.··: .. · 1 • : • . '., ,,. PURITAN-BENNETT · ··· ·· _94 .... 9.;.,.. 4-32 · .LIST 2a ·· · · · ··· · · T82 -------------- . ·. -,-' . ' . -,., __ ., '. .• -.. . . . Jun . 1,. .. 19.90 · *-~WE:e DESIGN** STEEL FY = · 50000. PS::C. MIN v:ERT SHEAR = ----..,.-------,--. . . · · . END· REACTION = . · ~EQ· · DEV WEB Nd 'DESCRIPTION Q. K. .'KL/R. AX· LOAD AX LOAD V7 14 L1-1/,2Xl-1/.2X. 1·15 · :t · 1. 00 102. 1 -4113. -. 4646. 4R 14 L1...,1Z2X1-,1Z2X.115 2 1.'0.0-91.4 + 19"922.+ 199.07. 3R 17 L1~1/2X1-1/2X.13~. _ ~ ~.-00 56~8 ~ 16754.-18314 • . ··.',.V8,.2'5····L· -2··· X :2-X.1.6-3·· .. ··I. 1 .. ·oo.·. 76.7·---1-1.643· •. .,. 11928.· :.· 2R·,'3,1 L 2·· ·x ·'2 X.232. -2 ·1.~Qb. -8~.-o + 4i5190.+ 52A51. . . ---------------------------. . **BRIDGING REQUIREM~NTS** 6810.0 LBS. 27240.1 LBS. REQ FILLET AVBL WELD SIZ.E. WELD SLOT 2.4X ~115 4.2+ .O 11.7X .115 12.3+ .OB 8.2X ~138 11-1+ .OB 4-. ax .. 1.63-4. 9+ • o 16.2X .188 13.4+ 3.6:e ~c'"".RY;;-;--i:647~-B,rRYY-: 1.633., wLENt(Tc RYY> = 2aa.675 :. ;~r~!JgG L~ii~¥NG o~iEt8iEJ? A~ _1~ • 8_13 FT FOR .. 1 ~ROW ( s) OF H-BRIDGING. ----,------~~----~-~------. · ·· NOTij: VERTI·GAL · Ill END .PANEL .~<;;HT_, EITHER. $ET .OR SPECIFIED. ·--·--:.~_-::.--'-,_· .:~' -.. . . •..;·-f. • .. -. ,. , .. '. ) . ,. ' .. -·-· . . -. . . ... ~ .. ., -· ', --· " . ' '• ~-- ,. .~-,-'. . .. , .: __ :. ' --·-·-:'-:. . · ... '). • • ..,_ ~ ,.,. • ,. 1< ' --... --. ,'·_·:, ': .:::_ -'::-. -,·· ,.· ~·.: ,."'~ :~·, ... ·. ' . ,_, •• •, ' ·:-,,. ~ -! ~• • • • • r • ' , ' ... ~-· ,· ' . ',! -~ ... , ··:. -.:;,, .. .r;· .. :. .. ~.,~-.-_!. ~,:. • ·~ '· •• •1-• • -. --. - • • ·puRITAN -BENNETT May 21, 1990 94-9-432 LIST 29 G20 27YG O 23' 6-1/4". 27G 4N 12.30K ------------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI .SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-6 1/4 06-00 0/0 5.0 IN .5 IN .50 TL REQ .00 LL **LOAD· CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 109.00 KIPS. CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= **BASIC DIMENSIONS** O. PLF. LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 23.1875 3-10 3/4 3-7 1/2 LEFT VAR DIM 2-0 0/0 VAR DIM INTERIOR PANELS 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-10 3/4 3-7 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 27 0/0 25 118 27 0/0 27 0/0 (ACTUAL) 25 118 25 118 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 25.145 2 -.562 2 ,, .o 25.145 Vl .ooo 3 12300.0 25.145 3 1.048 4 .o 25.145 4 -1.048 5 .o 25.145 V2 .ooo 6 12300.0 25.145 5 1.048 7 .o 25.145 6 -1.048 8 .o 25.145 V3 .ooo 9 12300.0 25.145 6R 1.048 10 .o 25.145 5R -1.048 11 .o 25.145 V4 .ooo 12 .o .ooo 4R 1.048 13 .o .000 3R -1.048 14 .o .ooo V5 .ooo 15 .o .000 2R .606 A-DIM B-DIM 5-10 3/4 5-7 1/2 AXIAL LD IN WEB + 37224.1 .o 25207.4 + 8203.9 .o 8203.9 + 8203.9 12300.0 + 8799.7 8799.7 .o + 8799.7 25803.2 .o + · 36020.1 TCX LEFT o-1 0/0 TCX RIGHT o-0 0/0 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 32452.1 .o 32452.1 .o .o 49856.6 55520.9 .o 55520.9 .o .o 61185.3 66849.6 .o 66849.6 .o .o 60773.9 54698.2 .o 54698.2 .o .o 48622.4 30806.6 .o 30806.6 .o .o .o ,., :_,_····,',", • ~ , •, • I '.;~ : • • : '' ' .,. . ,, PURITAN BENNETT , ._, .. 94-9-,,432 LIST, ·2.9 . . Gao · · -------~--~------- **CHORD BESIGN** STEEL FY =_500.00. ,PS~ ---~---~--~-----AXIAL AX'IAL S.TR;ESS RATIO MOMENT UNI LOAD LEND PANEL PP LEND PANEL MI> . L. VAR PANEL. PP , . L'::VAR PANEL· MP-·: · · ... INT PANEL, PP. INT PAN,EL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP ·;R, END ,PANEL PP 5674 .•. 7 · ..• 1892 5674~7 .2440 5674~.7 , .18,9.2.., . , ·56'74 ~ 7.-·: ,.·,:::· •. 2;0,94 ,,:-;:, ·, . :'': :· 1168.9.6 : ,.. 38:97 . ", 11689,6 .4411 ,5386~9 .198'8. 53:86. g, . .1796 5,3-86. 9 • 2.252 · . 5,386.9 .179"6 ' • 0 .o ~ 0 . :· ' • :Q,·".; • 0 '.' .0 .o .,o .o .o BENDING STRESS • o· .o .. o .o .o .o .o .o .p .o BENDING RATIO .0000 .0000 • o·ooo • oo·oo .-0:000 .oobo .0000 • 000.0 .0000 .0000 COMBINED RATIO .1892 .2440 .:1892 .2094- .~ 3897 .4411 .1988 .1796 • .2252 .1796 :--_:_,.'·.SEC DESCRIPTION ,. .AXIAL I.;OAD" K , 'KL/R I FLRS· LENGTH 1 · TC 5-9 L 4. X 4 X.375 . 66850. 1 .• 00 · 35.1 1071.lD.EV ,6· 23-7 1/4 -~-----B.C .. 39 · .. L2-1/2X2~.1/2X.2·5.o, ~-· 6,1185' •... 1.00 '97.7: .OREQ ,0 23-1. 3/4 : ·, · ---.SEC:"DESCRIPTION · · ::.-_,·,~AXIAL. STREss· ·: CBRMP ..... 463 • 7REQ TL BC :3'-9 . L2-1/2X2-1£'2X. 25·0 .· . 2.8147. , .• 939·2 . L/3·60 LIVE OAD DEV = 32,09. 7 ,PLF, .L/24,0 LIVE LOAD DEV = 48.14. 5 Pi.F · TOTAL LOAD FOR DE-FL ::: . 2-084. 2 _PLF •. . ' __ , ·----------· ---, '**TCX DESIGN** SEC 'L 59 TC .. 6;3, BR BENDING MOMENT. ' . 0. --------------------., •,.i,~----:.--.---~--~-~--------' REQ.S ~000 ' ' '~, . -' ;, ·~ : :DEV S ~-04(5 ' .· ' ... ; ' ' .. ~ -·- REQ :t .ooo DEV I ·8. 717 ,. ' ~ . . ~ . ~ .. DEFLC IN. .008 BEARING LENGTH DEPTH 0-1 O,f.O 6.00 o-6 0/0 · ·. AXIAL LOAD · · K KL/R· · )J~--"'-WEB TO END aA.SEL NGM . NGM B. DEPTH ··LEFT ··32452.1, 1.,00 ,,_ 56.8. O -· V · .. ·3-10 3/4 EP VP 6 0/0 R:(GHT 30806.6 a.!oo -52·.7 0 , V 3.,. 7 1/2 . EP VP '6 0/0 ~----~----------~----~-----------~-' ·-·. --**ADDITIONAL· 'I!C AXIAL LOAO DESIGN** .·: .. ALLOWABLE· STRESS· J:NCREASE:t> 33.%· · ----------'""'--~----,~--~-~-·---~--------:-: :. , -. TENSION · · -· AXIAL AXIAL ·' AXIAL SEC FORCE STRESS RATIO ·TC, 59 109000. 19060~.1 • 4777 ' L: END PANEL. PP 'LEND PANEL MP , -.L VAR PANEL PP 'AXIAL AXIAL FORCE' : . STRESS . 1144.1i44:55_22.~11·.·· 24734.8 ,' .247.34,. 8 . ,' <;,,. -COMPRESSION AXIAL BENDING RATIO . . STRESS .,6199 . • O ~7998 .o .6199 · .• o ; L VAR .PANEL MP , 1.41.4 52 • 1 -.. 2 4 7 3 4 • 8-. ,, 14,'1452 .1 . , 24 734. 8, , .68E>4 ~o INT PANEL. PP INT PANEL MP R VAR PANEL MP. R VAR.PANEL .PP REND PANEL MP RENO PANEL PP . ' :-... ·. .. . ·~· .... 17 5 8 4:9,. 7 '3 07 4 9 • 7 . 175849.7 30749.7 139806.6 24447.-0 139806~6 24447~0 139806.6 . 24447.1 139'80&.6 -24447.1 .77-07 .o .,8724 • 0 .·6784 • 0 .6.127 • 0 • 76'83 • 0 .6127' .o '·.. -' ' . : ' -~ . . ' .. ', . , .... \• .. ,, ..... .. ·.,: ·-~_·.:: :·::· __ ,~·., __ ; ... _ -.. ----. ~ - : ._···. :, ':. . ' :' --: . -.,... ' ·~-·:· .: .::-• •• _:. -7"' •• -. ,, ' ,·----' .. :.,_-,:::. >. BENDING RATIO. .0000 .0000 :0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 • ,., ,f ••• COMBINED RATIO .6199 .7998 : ~!'&~ . .7707 .8724 ..6784 • 6-127 .7683 .6127 ,_, .. ---......... : ' ....... '•' .+ ....... ' • : , r' ~ _·, • • PURITAN -BENNETT May 21, 1990 94-9-432 LIST 29 G20 --------------**WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 4666.4 LBS. --------------END REACTION= 18665.5 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 31 L 2 X 2 X.232 2 1.00 84.0 + 37224.+ 52451. 13.4X .188 11.6+ 3.6B Vl 17 Ll-1/2Xl-1/2X.138 1 1.00 85.1 -1337.-7086. 2.0X .138 4.2+ .o 3 27 L 2 X 2 X.188 2 1.00 56.3 -25207.-33449. 9.lX .188 10.0+ .OB 4 22 L 2 X 2 X.137 2 1.00 55.7 + 8204.+ 31754. 7.8X .137 10.0+ .OB V2 17 Ll-1/2Xl-1/2X.138 1 1.00 85.1 -1337.-7086. 2.ox .138 4.2+ .o 5 22 L 2 X 2 X.137 1 1.00 87.6 -8204.-8641. 4.0X .137 5.7+ .o 6 22 L 2 X 2 X.137 2 1.00 55.7 + 8204.+ 31754. 7.8X .137 10.0+ .OB V3 27 L 2 X 2 X.188 1 1.00 63.9 -12300.-15801. 4.4X .188 4.9+ • 0 6R 22 L 2 X 2 X.137 2 1.00 55.7 + 88·00. + 31754. 7.8X .137 10.0+ .OB 5R 25 L 2 X 2 X.163 1 1.00 88.0 -8800.-10612. 3.6X .163 5.7+ .o V4 17 Ll-1/2Xl-1/2X.138 1 1.00 85.1 -1337.-7086. 2.0X .138 4.2+ .o 4R 22 L 2 X 2 X.137 2 1.00 55.7 + 8800.+ 31754. 7.8X .137 10.0+ .OB 3R 27 L 2 X 2 X.188 2 1.00 56.3 -25803.-33449. 9. 3X .188 10.0+ .OB V5 17 Ll-1/2Xl-1/2X.138 1 1.00 85.1 -133.7.-7086. 2.0X .138 4.2+ .o 2R 31 L 2 X 2 X.232 2 1.00 79.4 + 36020.+ 52451. 12.9X .188 11.3+ 3.6B -------------------------**BRIDGING REQUIREMENTS** -------------------------TC RYY = 2.051, BC RYY = 1.440, WLEN/(TC RYY) = 135.636 WORKING LENGTH = 23 .188 FT . MAXIMUM SPACING FOR BC BRACES= 28.799 .... . .. PURI.TAN--BENNETT . . May ~ i, , 1,9-9 O : 94:..:.9..: 432.': LIST · .29 . ·· · ·· · · G21 · 27YG O 23' · 6-l/4D 27G 4N 12.30K ---------'!"'"'----------------~----~---~-.;..,---·------------------------~-------------**JOIST GIRDER DESIGN REQU;tREMENTS** .SJI SPECS VULCRAFT ENG DEPT** ------------------~~---------------....--------------~--i---~---------.... ---~-----------. JOIST LEFT .. END RGHT END ACTUAL DEFL POINT DEPTH BS LENG.TH SPACING STRUT . STRUT' INCHES LOADS 27.00 23-6 1/4 . 06..,.00 0/0 .5 IN 5.0 IN .56 'TL R~Q .00 LL ---~~-~------~---;~i:'. ·-,**I,iOAJ.) · CRITERIA** ·: ·. ·.' .... :-·., '. : .. · · ... " ... -~--------~---~-~ TOTAL LOAP = 0 ~-PLF ·, . LIVE LOAD . O. :i?LF •. 'TOTL LOAD DEFLECTION S·P;ECIFIED AS L/240 . ADDITION~L .TC A,.XIAL LOAD =· · ·. · 8 2 • 0 0 KIPS. .. .'CONCENTRATED .. 12 • 3 b O KIP ( S) TOTAL_ AT PP 3 . 6 · 9 · ---------------------------**TCX/CANtu LOAD CRITERIA** · ·· · ,-~ ,-~-----.... ----------.;...;,. ___ .~-- · R. TCX. LOADS: UNIFORM := .· ·. 0. PLF. ~-~----~-----~------**B,ASIC DIME;NSI.ONS** . ~-------------~-~---LEF'T .RIGHT · · · · · . ·LEFT RIGHT WK.LENGT}t 23.1875 END PANEL END P.AN·EL. · VAR DIM 3~ 7 1/2 ·3-10 3/4 2~ 0 -0/b VAR DIM INTERIOR PANELS 2-0 0/0 3 AT -4-0 ·0/0 LEFT TC RIGHT TC END PANEL END PANE:L A-DIM . B-DIM 3-::-7 1/2 ... 3--:-io. 3 / 4 5.-:-. 7. 112 5-:10 3/ 4 DEPTH · .. DE-PTH DEPT.£( .. :. •· , , · '. .. LEFT . . ·cENTER ·; RI'GHT . · -27 0/0". 27 O[O 27 0/0 (ACTUAL) 1 . 25 1"/ 4 25 l"/ 4 25 l"/ 4 (EFF) TCX LEFT .TCX RIGHT , I ' ,! ,, I o-0 0/0 o-1 0/0 --~------~--------**TRUSS ANALYSIS·** .. ,, . ' .. . .. .... ~ ., .-. ' --.. , ~~ . ~-;-::· ' ... ~ ' . ;' . . -~ ~ ------------------EFF : •. WEB' WEB. AXIAL. LD--,AXIAL LD AXIAL to .. pp LOAD'.""'LBS · DEPTH MEM SLOPE -IN WEB TOP CHORD BOT CHORD 1 .o 25. 288, .. 2 -• .609 + -35870.4 30631.4 • ·o 2 -.'O' 25.288 Vl .'. 0.00 +·-.o 30631.4 .• Q: 3 12300.0 25. 2.88 ·3 1. 054 "·;.. 257'33. 4 .o 48346.0 4 .o 25. 2.88 4 -1·. 054 -+ 8775.9 54387.2 .o :5, •.,._ .. .o 25 .-288'. V2 • 000· -.O' ·. 543'87. 2 ' •. 0 6 123.00. 0 25.288 ·5 . 1·. 054 ---8775.9 .. .o 60428.4 7 ~o 2.5. 2:88 6 .-1.054. + 8775.9 6646,9. 6 .o -8-• 0 ... -25.288 .. ,. V3 9 12300-.0 "2'5. 288 ·.6R ·. 10· .o 2'5. 288 5R. 11 .o 2'5. 288 V4 12 .o .000 4R .13 .o .000 3R 14 .o • boo·:· V5 15. .o .ooo 2-R • ooo . ~ -... 12300 .·o . 66469.6 1. 054 . + -1.054 .... .ooo 1 •. 054 + --1.054 .... .•. 000 .565 +· ~ 1 • ~ > :. I • ~. ·818l. 7 8181.7 .0 8181.7 25139.2 .o 37063 .• 4 .-·.,;:.··' '. __ ._ ... , I,,, .o 55205.3 55205.3 .0 32267.6 32267.6 .o ... .. -:· ''" ' ~ ' -: .. ~'... . ·~ ·. . . ,, .o 60837.4 .o .o 49573.l .o' .o .o '" .. ,_, -. ··:· .' -, . . '' -• ' j ~ .,; .PURITAN -BENNETT 94-9-432 LIST 29 G21 - • May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 6689.1 .2230 .O LEND PANEL MP 6689.1 .2951 .O L VAR PANEL PP 6689.1 .2230 .O L VAR PANEL MP · 6689·:1 • 2521 • 0 INT PANEL PP 14515.1 -.4838 .O INT PANEL MP 14515.1 .5587 .O R VAR PANEL MP 7046.4 .2656 .O R VAR PANEL PP 7046.4 .2349 .O REND PANEL MP 7046.4 .3226 .O REND PANEL PP 7046.4 .2349 .O • BENDING STRESS .o .o .o . • 0 .o .o .o .o .o .o BENDING RATIO .0000 .0000 .0000 . 0000 . .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .2230 .2951 .2230 .2521 .4838 .5587 .2656 .2349 .3226 .2349 SEC DESCRIPTION AXIAL LOAD K KL/R TC. 54 L3-1/2X3-1/2X.344. 66470. 1~00 38.9. I FLRS 955.3DEV 6 .OREQ 0 463.7REQ TL LENGTH 23-7 1/4 23-1 3/4 _ BC. 38. L2-1/2X2-1/2X.230 60837. 1.00 ~7.5. SEC DESCRIPTION . . AXIAL STRESS CBRMP BC 38 L2-1/2X2-1/2X.230 30293. 1.0098 Lf360 LIVE LOAD DEV= 2862.6 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 2084.2 PLF. 4293.9 PLF -• ----------------**TCX DESIGN** SEC R 54 63 TC BR BENDING MOMENT o. **END PANEL DESIGN~* -----·--------------- REQ S .000 DEV S 2.131 REQ I .000 DEV I 5.323 DEFLC IN. .008 LENGTH o-1 0/0 o-6 0/0 BEARING DEPTH 6.00 AXIAL LOAD K LEFT 30631. 4 1. 0-0 RIGHT 32267.6 1.00 KL/R FLR-WEB 60.3 0 V TO END BASEL -NGM -NGM -B. DEPTH 3-7 1/2 EP VP 6 0/0 65.0 0 V 3-10 3/4 EP VP 6 0/0 **ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS ~NCREASED 33% ------------------------------------TENSION -AXIAL AXIAL AXIAL SEC FORCE STRESS RATIO TC 54 8.2000. 17906.6 .4488 -COMPRESSION -BENDING AXIAL AXIAL AXIAL BENDING COMBINED FORCE STRESS RATIO STRESS RATIO RATIO LEND PANEL PP 112631.4 24595.6 • 6164 . .o .0000 .6164 LEND PANEL MP 112631.4 24595.6 .8158 .o .0000 .8158 L VAR PANEL PP 112631.4. 24595.6 .6164. . 0 . .0000 .6164 L VAR PANEL MP 112631.4 24595.6 • 6970· .o .0000 .6970 INT PANEL PP 148469.6 32421.7 .8126 .o .0000 .8126 INT PANEL MP 148469.6 32421. 7 .9383 .o .0000 .9383 R VAR PANEL MP 114267.6 24952.9 .7072 .o .0000 .7072 R VAR PANEL PP 114267.6 24952.9 .6254 .o .0000 .6254 REND PANEL MP 114267. 6 . 24952.9 ..• 8589 .o .0000 .8589 REND PANEL PP 114267.6 24952.9 .6254 .o .0000 .6254 .. ... . ·-, .._ -· ... -· -. ~· .• ~-.·. .. ' ,,- -. -,-, . ...• --. . . PURITAN -BENNETT' .. ··: .· .. ·.·. -· : 0 .M°'y _21, ;·1990 -9-4·-9·~··· 4-3 2 · · LIST 2.9:_, · _-.. , ·. . .. ·v • ·~ .. G21 . . --------------50000. PSI. MIN. VERT S.HEAR = 466 .. 6. 4 LBS. 'EN·D · REACTION = 1-8665. 5-.LBS. **WEB DESIGN** --, ---------------STEEL .FY REQ . DEV REQ FILLET AVBL WEB NO• DESCRIPTION Q K . KL/R AX LOAD AX LOAD WELD SIZE WELD SLOT 2 3.1 L 2 . X 2 . X.232 .2 1 • .00 79.5 + 35870-.+ 52451. 12 •. 9X .188 11.4+ 3.6B Vl 17 Li-1/2Xl-1/2X.138 1 1.00. 85.6 -1329.-7046. 2.-0X .138 4.2+ .O 3 27 .L 2 X. 2 X.188. 2 1~00 56.5 -25733.-33409. 9.2X .188 i0.1+ .• OB 4. 17 .. Ll-l/2Xl;...1/2X.138 .··2 .. l.:00----75'.-2 + .· 8776.+ 23'697. · 5.8X .1.38--10.1+ .OB v2 -11 t1-1,2x1-112x.13·8·:··:_·. 1 .1.00 ·. 85 •.. 6 -.1329~-7046 •. 2.ox .138 4.2+ ·.o 5 25 L 2 X _2 X.163 1 1.00 88.2 -87'76-.-10580. 3.6X .163 5.7+ .O 6. J,7 Ll-1/2Xl.,..1/2X.138 2 1.00 7;,.·2 + 8'77<6.+ 23697. 5.8X .138 10.1+ .OB V3 27 L 2 X 2 X.188 1 1.00 64j~ -12300.-15755. 4.4X .188 4.9+ .O 6R 17 Ll-1/2Xl-1/2X.138 2 1.00 75.2 + 8182.+ 23697. 5.8X ~138 10.1+ .OB · 5R ~z L 2 X 2 X.137 1 1.-00 87~9 ~ 8182.-8618. 4.0X .137 5.7+ .O V4 17 Ll·-lf:2Xl"'."'lf2.X.138 . 1 1:.00-85 •. 6· -_ 1329.-. 704·6. 2.ox •. 138 4.2+ .• o .-4~.17 L1;..;Li'2Xl-·1,2X..138: ·2 .1.·00 75.'2·+ 8182.+-23697. 5.8X .• 13·8 10.1+. .• OB . -3R. 27 L 2 .X 2 .X.188 . 2 · 1.-00. 56 •.. 5 .-25,13.9.-33409. 9.0X .188 10.1+ .OB :_ V5 17 ·Li-1/2X1-1/2.X.J,38 · 1 1.00:-85 •. 6 ·--· · 1329.--·: 7046. 2~0X .• 138 4.2+ .• O· --· 2R.31 L .. 2· X 2 ·.X.23'4 ·_ 2.1.00 84.1 + 37063.+ 52451. 13.3X .188 11.7+ 3.6B **BRIDGING REQUIREMENTS** --------~------------~---TC RYY = 1.849, BC RYY-. = 1.435, WLEN/ (TC RYY) = 150.512 .:;_:~~!Mffi :~~fgi~G~ Fo~3-B~8:i~6Es; = 28. 1.06 · · · · · · ---~-~----~-------~------·- ... ,; ·. . . .... ··-.... , I \ -".-,1 •• , '' ' •• .' ... ·.: ,• . ,Ii· ; .... .. -· . ';., .. ~ ... ;.-... ' ., ... , .. .. -. ·. .... . ~ -..... ·.:.' ' ' .. ' -: ' ,::_ :. :.__-_:· .' ; . ' ~·. : ; •• : l' .. _ .. ,''. -.-:,,,_ ': . .,.. . . . ' -. -~ .., ~·:·~ ._-.._~ :: .. .' -, ·:·=·~:;..,. ... + ....... ~ ,~ ,. • • - .._. ' .. .,_ -.:. ... ,... ,,.., PURITAN -BENNETT 94-9-432 LIST 29 G22 27YG 0 • ._. May 21, 1990 23' 3" 27G 4N 20.00K **JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .61 TL REQ .00 LL · * *LOAD CRITERIA** -----------------TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 70.00 KIPS. CONCENTRATED 20.000 KIP(S) TOTAL AT PP 3 -6 9 **BASIC DIMENSIONS** .... ·----------------------LEFT . RIGHT . --"LEFT RIGHT . . WK LENGTH END PANEL.END PANEL VAR DIM 22.9167 3-7 1/2 3-7 1/2 2-0 0/0 -VAR DIM 2-0 0/0 INTERIOR PANELS 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL·· .A-DIM B-DIM 3-7 1/2 3-7 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 27 0/0 25 o,o 27 0/0 27 0/0 (ACTUAL) 25 0l0 25 0l0 (EFF) **TRUSS ANALYSIS** -. -------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 24.996 2 -.602 .. ·.:-2 •. .• 0 24.996 Vl .ooo 3 20000.0 24.996 3 1.042 4 .o 24.996 4 -1.042 5 .o 24.996 V2 .ooo 6 20000.0 24.996 5 1.042 7 .o 24.996 6 -1.042 8 .o 24.996 V3 .ooo 9 20000.0 24.996 6R 1.042 10 .o 24.996 SR -1.042 11 .o 24.996 V4 .ooo 12 .o .000 4R 1.042 13 .o .000 3R -1.042 14 .o .ooo V5 .ooo 15 .o .000 2R .602 AXIAL LD AXIAL LD IN WEB TOP CHORD + 58144.2 49807.1 .o 49807.1 41589.4 .o + 13863.1 "88212. 5 .o 88212.5 13863.1 .o + 13863.1 107415.2 20000.0 107415.2 + 13863.1 .o 13863.1 -88212.5 .o 88212.5 + 13863.1 .o 41589.4 49807.0 .o 49807.1 + 58144.2 .o AXIAL LD BOT CHORD .o .o 78611.1 .o .o 97813.9 .o .o 97813.8 .o .o 78611.1 .o .o .o ,·,:"--.'.-- ' "e - --·~ ~,, . I ~ 7 • ' •'' ' : .. PURITAN, .. ~ BENNETT ... ·: .. ;: r.iay 21, -· 1S)9.Q · · .. 94-9----43,2 LIST · 2·9:· · .... . G22 ----------------. . **CHORP DESTGN** · S.TEE:I;.i F-Y = 50000 ~ PSI --~------~~-~---AXIAL AXIAL _ MOMENT BENDING STRESS' RATIO UNI ,LOAD STRESS L END PANEL PP -8:709. 4 . . • 29·03 •. 0 • O L. END PANEL MP 8709 ~ 4· .·364.0 • 0 • O BENDING RATIO- • 0000 . .0000 COMBINED RATIO • 2·903 .3640 . . L VAR . PANEL PP . 8.709 • 4 . . • 29 0 3 ---. · . • .0 • O ·:· <L . .VAR. PANEL'. ·Mp· ··8-70·9·.:4· '·'·. ·--,. 3215··_:·_: · ·,_ ·. > .·O,· • 0 • 000.0 .·000'0 ;· . • 29'03 . · INT PANEL:· PP . 18783. 0 .. · ... ·:. 626i.-. : . , -.·0 .• 0 · · INT. PANEL MP '18783 · 0 • 7088 · • 0 • 0 R VAR 'PANEL MP . 8709: 4 .321'5 • O • O R VAR 'PANEL PP 8709. 4 • 2.903 .O -• O R ·.END I>ANEL. MP 8709 .4 .• 3640-• 0. • O . R END PANEL PP 8709 ~ 4 .2903-• 0 -· .·O • ooo·o. .0000 .0000 .0000 • o·ooo .0000 • 32·15 .6261 .7088 .3215 .2903 .3640 .2903 FLRS LENGTH. · · -... _ SEC . DESCRIPTIOfr ·. -· ._ AXIAL: LOAD. : .. K I· .. _ _.. KL/R I .. .I§_·.-~§ t. 1: ~ · · t ·~:~I~--1 ~Ji1~::. !: 88 .. ;: -~r: § :· · 13·8.2 : 6~16 · ·· . · 732.0REQ 6. 2:3-3 0/0 · 0 , 23:-2 ·'0/0 T~ /-• -· --.. SEC ~DESCRIPTION AXI~L STRESS.'-. CBRMP . BC 48 -~}36:5 ·tivE3Lofi/:Biv = -42§g~i2PLF,.1 i~:g~6 LIVE LOAD DEV = . . . . 'J:9TAL-LOAD F(?~ DEFL == _3 4 08 • 4 · P:J:,F. · 6'4;38.1 PLF --,--------~------.-·--·*·*END· PANE:[:.i DES-LGN**:·. · .. --~------------~----. AXIAL . LOAD · K KL/R FLR WEB TO END BASEL NGM NGM B. 'DEPTH LEFT 49:807.1 1.00 .~2.7 0. V -3-7 1/2 EP VP 6 0/0 · RIGHT 49807.1 1. 00 . 52 .• 7 0 v· 3-7 112 EP VP 6-0'/0 ---------~---~~~--~-----------~----. **ADDITIONAL TC AXIAL LOAD OESIGN**---. 4LI,iOWABL;E S~:RESS INCREASED 33% ------~~.:..,;:-~~;..;.. ... ..:._'"'!!"_~---,.:.; .. :~------~~--.. ' . -'. TENSION -·. · --.. "' · ·, .... ,. ·, · 'AX'IAL ···.AXIAL.· -: AXIAL·. · SEC · ·°FORCE...:;,,. ·. -S-TRE'SS · ·-RATIO · . TC' 59 · '70000 ... 1~24-0.4 .• 3068· -COMPRESSION ..... ., · ._,___ · '. ·.AXIAL-;:,~,,. AXIAL· ... ,. ·'AXIAL·'. ·: BENDING · · --.. . ·· · FORCE .. . . STRESS"" :· · . ~RATIO ' . . .STRESS · .... I/:END "'PANEL ·pp · -119807 .1: · 2·09-49. 9· -·_:·. · ~ 5251.--. • O L END PANEL MP 119807 .1 -20949. 9 . . • 6.5.84. ·. • 0 L VAR PANEL PP 119807'. 1 20949. 9 .'52.51 • 0 L. VAR PANEL,,MP 119-8:07. l · ·2·094_9 .9 · •. 5:814 i1". O INT. PANEL PP 177415,~ 2 . "31023 .4.. .7775 · • • 0 IN.T PANEL MP -.177415.2 -· .3'102:3.4 .8.80-2-. .0 R VAR PANEL MP --119K07.. 0 20949. 9 . ~ 58:14 ~ O R VAR PANEL PP 119807.~. ~0949 .• 9 .• 5251. .O R END PANEL MP· 119807 •. 1 . 20949. 9 • 6584 • O R END PANEL PP 119807 .1. • .. ;a,0,94·9 •. 9 ·-~ 5251: · • 0 -----'"!'9-~---·----' ~-*WEB .DEEq::GN*"* STE.EL FY = 500-00. PSI •.. MIN VERT SHEAR = ~--------.,.----. . . -END REACTION = WEB NO DESCRIPTION Q · K . 2 46 L·_ 3 X 3 · X. 281 2· 1. 00 . ·v1· 17 Ll-1/2X1-_1/2X.138' · 1· 1.00 3 39. L2-1'l2X2-1/2X.. 250 . -2 1. 00 4 29 L 2 X 2 X.213 1 1.00 V2. 17 L1-1./2X1~1/2X. l38 ·. 1 1. 00 5 2 9 L 2 X · 2 X. 2.13 1 1 • 0 o· 6 2 9 L 2 · X 2 X. ~ 13 1 1. '00 V3 20 Ll~1/2X1-,.1/2X.170. 2 1.00· 6R 29 L. 2 . X ·_z.: x.213·. 1 ·1.00, • :--··' ''f< : ••• -.: ",· ~·:.,, ,, ,:.. . ~-._ ·,· "~'. _ . . REQ DEV KL/R AX_LOA.D AX LOAE> 52.3·+ 58144.+ 96422. 8 4 • 6 ;_,. ·2:148 • -· 712 7 ; 45>0.,. 41'589.-5'9626. 88.3 + 13863.+ 24199. 84 .• 6···-. 2,148. -7127. 88.3 -138~3~-13961. ~::~ ! }gE8~:~ ~!~~~: . 8 8 • :;3 ; + __ 13 8 6 ~ .• + .2.4 :l. 9 9 • ·BENDING.·. RATIO • 00·00 • 000.0 • 00.00 .0000 .0000 .0000 .0000 • 0000· .0000 .0000 COMBINED RATIO· .5251· • 658·4 • 52·51 .58'14 .7775 .88-02 .5814 .5251 .6584 .5251 750·0. 0 LBS. 30000.0 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 17.9X .218 13.2+ 7.2B 2.ox .13S-4.2+ .o 14.9X .188 12.2+ 7.lB 5.0X .188 5~7+ .0 2.0X .138 4~2+ .Q 5.0X .188 5.7+ .O 5.ox .• 188 5.7+ .o 7.9X .170 11.5+ .~B 5.0X .188 5.7+ .O ," . ' .. ~ • • PURITAN -BENNETT 94-9-432 LIST 29 G22 **WEB DESIGN** ·STEEL FY WEB NO DESCRIPTION 5R 29 L 2 X 2 X.213 V4 17 Ll-1/2Xl-1/2X.138 4R 29 L 2 X 2 X.213 3R 39 L2-1/2X2-1/2X.250 V5 17 Ll-1/2Xl-1/2X.138 2R 46 L 3 X 3 X.281 **BRIDGING REQUIREMENTS** ------------------------- .May 21, 1990_ = 50000. PSI. MIN VERT SHEAR= 7500.0 ·LBS. END REACTION= 30000.0 LBS. REQ DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 1 1.00 88.3 -13863.-13961. 5.0X .188 5.7+ .o 1 1.00 84.6 -2148.-7127. 2.0X .138 4.2+ .0 1 1.00 88.3 + 13863.+ 24199. 5.0X .188 5.7+ .O 2 1.oo·~-45.0 --41589.--59626. 14.9X .188 12.2+ 7.lB 1 1.00.-84.6 -2148.-1121. 2.ox .138 4.2+ .o 2 1.00 52.3 + 58144.+ 96422. 17.9X .218 13.2+ 7.2B TC RYY = 2.051, BC RYY = 1.647, WLEN/(TC RYY) = 134.052 WORKING LENGTH= ·22.917 FT MAXIMUM SPACING FOR BC BRACES= 32.944 NOTE: DOUBLE ANGLES REQUIRED FOR VERTICAL WEBS AND/OR W2D '_·. . . . . . . . ~ . -. ' <-· .. : . ~-. ... ' ~ ,, .. -·. •'' ...,, , ..... ,·., ,;. ' . ··. ' PURITAN -·. BENNET.T · . ·, · Ma¥ ,. 2 '.L, .: • J. 9 9 0 : · -94--9-. 43-2 LIST. .i9 · ·· . ··G23 .· . 27YG -o·-· i3·, 6.:.1/2'" 27G 4N 12.301< ;;JOIST--GIRDER-oisrGN-REQ~IREMEN-TS;;-----~SJI-si;ECS-----~VULCRAFT--ENG--DEPT;;-~ ----------~------~~---~--~-------~----~----~-------------------------------~--- OE:PTH BS LENGTH 27~00 -23-6 1/2 JOIST LEFT EN-D.RGHT END ACTUAL :DEFL POINT SPACING STRUT . . STRUT . INCHES' LOADS '06;,;.00 O/o· ~.!5. IN 4. 0 IN • 67 TL REQ .00 LL . . ------------------f. '"*-*:LOAD· CRITERIA**· • , • r • • -••, • • •· • • • • • " ,• '• • • • • -~ • "" ,-•, • • -( • ;' , ,. · · .:-ToTii°:""i:oio-:~-:-... --o ~ .. P;LF·, · L:tvE: LOAD =-... o. PLF. - . TOTL. LOAD DEFLECTION SPEC:I:FIED AS L/ 2·4-0 .. CONCENTRATED ·12.300 KIP(S) TOTAL AT .PP 3 6. 9 :i . __ ;;icx;ciiii~LOAD-CRtTiRIA*;_" . ;'. · .• "·: .· ,.:_·.-·:~ : : .. . ---. -. ---.. ----· .... ... ..,. , ... ·- -. -, * ' . . ..... , ... . . . . R . i;rcx. . LOAOS; .. UNIFOI{ll. := .. q "· . PL:F ~ : . ·:-.· • •#1. -~--·-·----------------• -._ ----~ . . ---·~--~-----, ::· -· ... :: ... ·~.;~ --~--: **BASIC bIMENS.IONS** . 1.' . . ,,, -~---------------~-~ -. LEFT RIGHT . LEFT RIGHT . · WK LENGTH . END PANEL END PANEL -VAR DIM . VAR DIM INTERIOR PANELS' -~--.--·.-23.20~:l ·.· 3-7 5/.8. a-to· 7/8: __ 2'-·0. 0/0 2.:. ·O 0/0 3 AT 4-Q 0/0 LEFT. TC RIGHT TC , END .PANEL END PANEL A-DIM B-DIM . 3-7 5/6 3-10 7/8 5-7 5/8 5-10 7/8 DEPTH ... DEPTH . DEPTH. -. :LEFT ~ CENTER · RIGHT . , . . -· -~ ... ~ . · · 2 7'.-:0-/. O--, .; ~7 · 0·1. 0 ·. ·27 O·/ C) · {ACTUAL). -~-... ;... ...•. ··-·-, · ·· · · · · · _ .. , TCX LEFT TCX RIGHT . ' . 25·· 17''?-..... ~5-. 112· :· 2·5_ 1/2 _ .(EFF) . · :-·: -~ ____ .,... _--_----7· : · ·• : ... : . . \ .... -, . ...~ o-0 0/0 · ---0-1 0/0 ' ----· ... ---~--------·-----·, --~ ... -·. . ... ·, . **TRUSS ANALYSIS'** --------------·-. ::J--··· · ---. · , · .· EF:E' .. WEB WEB··---~ --.·:<AXIAL LD · --·AXIAL LO :.pp. LOAD-LBS:· -DEP'I'H · .MEM-··,-SLOPE:_ , .. _-. IN WEB ·: TOP CHORD 1 . ·• 0 ' ·2-5. 448 · · · 2 · ,· ... _;.,611 . · +: · 3'5784. 5 .... 30'530. 9 · 2 .• o·. 25.448 .. Vl. .000 ... -· . _ . :o ~-. 30530.9 3 123Q0.0 25 •. 448 3 1.i060 --25656.9· .o * 4. -.o .· 25.448 4 .-1.-06:b·.: + 87-4:9.6' . 54137.5 ·5 • 0 . 25. 448 V2. • 000 ·--· · .-o · .. -54137. 5 ·6 . 123-00.0 · 25.44.8· -·5 1.060·· -.. 874:9.6 .o . 7-,--c· · ... · .• o .-,.25.448· •.6· ·--1.-06.Q··,. + .· 874:9.15---.. ·66143.9 _8 · . .o. 25.44.8 V3 ~oo·o ---12300.-0 6·6143.9 9 12300.0 25.448 . 6R 1.060 + . 8157.7 .• O 10 · . . .0 ·-.2·5.448 .... _5R-· -1.060-------· 8157.7· 5_494·9.7 11 • 0 . 2.5-, 44.8 Vi.le • 000 ... --· • 0 __ · 54949. 7 ·12 .o. .oo·o 4R 1.060 +. 8157.7 .o ·13 .O ~000 3R -1.060-· -· 2·506·5.0 32155.4 14 .O -OOU .V5 r-000 _-.O 32155.4 15. .O .000 ·2R .567 +. 36965.8 .O :· ,.:' ' ... ' .. . .. -··.· ~ . ' -... ',. .. . --, ..... : . . ~---· -. . ~--,.· .. ' :. -..... · . . ·. , .. ~ - ·~ •. '' ••• -...... ~ ;~--:, ,:_-.,r,; -!, • --~ • ,_.,. ; '.. , •• ;_ AXIAL Lo·· BOT CHORD -.• -o .o 48134.4 ·-· 0 .'O 6014:0. 7 : • 0 .Q -60546. 8 .• 0 .o 49352.7 .o .o • o- • •• PURITAN -BENNETT 94-9--432 LIST 29 G23 ----------------**CHORD DESIGN** STEEL FY ----------------AXIAL STRESS LEND PANEL PP 10619.5 LEND PANEL MP 10619.5 L VAR PANEL PP 10619.5 L VAR PANEL MP 10619.5 INT PANEL PP 23006.6 INT PANEL MP 23006.6 R VAR PANEL MP 11184.5 R VAR PANEL PP 11184.5 REND PANEL MP 11184.5 REND PANEL PP 11184.5 SEC DESCRIPTION TC 43 L 3 X 3 X.250 BC 38 L2-l/2X2-1/2X.230 SEC DESCRIPTION -BC 38 May 21, 1990 = 50000. PSI AXIAL MOMENT RATIO UNI LOAD .3540 .o .5227 .o .3540 .o .4272 .o .7669 .o .9438 .o .4500 .o .3728 .o .5781 .o .3728 .o AXIAL LOAD K KL/R 66144. 1.00 44.1 60547. 1.00 97.5 AXIAL STRESS CBRMP 30145. 1.0048 BENDING BENDING STRESS RATIO . 0 .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 I FLRS 809. 7DEV 6 .0REQ 0 464.7REQ TL COMBINED RATIO .3540 .5227 .3540 .4272 .7669 .9438 .4500 .3728 .5781 .3728 LENGTH 23-7 1/2 23-4 o,o L2-l/2X2-lf2X.230 L/360 LIVE OAD DEV= 2419.8 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 2083.3 PLF. 3629.7 PLF **TCX DESIGN** SEC R 43 42 TC BR BENDING MOMENT o. **END PANEL DESIGN** AXIAL LOAD LEFT 30530.9 RIGHT 32155.4 K 1.00 1.00 REQ S .000 KL/R 70.3 75.8 DEV S 1.108 FLR WEB 0 V 0 V REQ I .000 DEV I 2.488 DEFLC IN. .008 TO END BASEL NGM NGM 3-7 5/8 EP VP 3-10 718 EP VP LENGTH o-1 0/0 o-6 o,o BEARING DEPTH 6.00 B. DEPTH 6 0/0 6 010 **WEB DESIGN** STEEL FY= WEB NO DESCRIPTION 50000. Q2 K PSI. MIN VERT SHEAR= END REACTION= REQ DEV KL/RAX LOAD AX LOAD 79.8 + 35785.+ 52451. 86.1 -1323.-7002. 56.7 -25657.-33364. 4666.3 LBS. 18665.3 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 12.9X .188 11.4+ 3.6B 2 31 L 2 X 2 X.232 Vl 17 Ll-l/2Xl-l/2X.138 3 27 L 2 X 2 X.188 4 17 Ll-1/2Xl-1/.2X.138 V2 17 Ll-lt2Xl-ll2X.138 5 25 L 2 X 2 X.163 6 17 Ll-1/2Xl-1/2X.138 V3 27 L 2 X 2 X.188 6R 17 Ll-1/2Xl-1/2X.138 SR 22 L 2 X 2 X.137 V4 17 Ll-1/2Xl-1/2X.138 4R 17 Ll-lt2Xl-lt2X.138 3R 27 L 2 X 2 X.188 VS 17 Ll-1/2Xl-1/2X.138 2R 31 L 2 X 2 X.232 1.00 1 1.00 2 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1.00 118.4 + 8750.+ 11849. 86.1 -1323.-7002. 88.5 -8750.-10544. 118.4 + 8750.+ 11849. 64.6 -12300.-15703. 118.4 + 8158.+ 11849. 88.2 -8158.-8592. 86.1 -1323.-7002. 118.4 + 8158.+ 11849. 56.7 -25065.-33364. 86.1 -1323.-7002. 84.4 + 36966.+ 52451. 2.0X .138 4.2+ .0 9.2X .188 10.1+ .OB 4.3X .138 ·4.g+ .0 2.0X .138 4.2+ .0 3.6X .163 5.6+ .0 4.3X .138 4.9+ .o 4.4X .188 4.9+ .0 4.0X .138 4.9+ .0 4.0X .137 ·5.6+ .0 2.0X .138 4.2+ .0 4.0X .138 4.9+ .0 9.0X .188 10.1+ .OB 2.ox .138 4.2+ .o 13.3X .188 11.7+ 3.6B :-.PURITAN -:-BENNETT · ; .... 94--9.:. · 43-2· LIS'r . 2·9-. :_ ·c:;23 . May._ 2·1, _ 199.0 j. \ -----~-----~---~----~----·*tBRIDGING· REQUIREMENTS** ictRii-:-:--i:~;~~-BC .... RYY-: 1. 43.5, WLEN/ (Tc RYY> WORKING LENGTH= 23.208 FT MAX~MQ'M SPACING f,OR_ BC BRACES. = 28. 706 , ---------~~---------~-·~- ··---... , . ,-; •• ,_,.,• -l ·-' -_ ·-.. -~-.. :. .. ~ . ... . --'::, ._.: ~-: ~.:--. , . . . 1~· ··-:, -' --·' ,: ,: .· ~ :: -· •! ,,,._ -,_ : ;_, '!-_-.,·.,_ ,::.,.., '.;· . _.. : .. _ ... ~ .. -- •: ''"'-....... ·,,..' -~ .. : ; ... ,_ - • : . _. ~ 170.517 .--... ·.:' -.·-.· • - PURITAN -BENNETT. 94-9-432 LIST 29 . May 21, 1990 G24 27YG O 23' 6-1/4" 27G 4N 12.30K ------------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH 27.00 BS LENGTH 23-6 1/4 SPACING STRUT STRUT INCHES LOADS 06-00 0/0 5.0 IN .5 IN .66 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= **BASIC DIMENSIONS** O. PLF. LEFT RIGHT LEFT WK LENGTH END PANEL END PANEL VAR DIM 23.1875 3-10 3/4 3-7 1/2 2-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM 3-10 3/4 3-7 1/2 5-10 3/4 DEPTH DEPTH DEPTH RIGHT VAR DIM 2-0 0/0 B-DIM 5-7 1/2 INTERIOR PANELS 3 AT 4-0 0/0 -LEFT "CENTER-RIGHT TCX LEFT TCX RIGHT · · --27 0/0--0 27 0/0 27 0/0 fACTUAL) o-1 0/0 o-0 0/0 _ 25 1,2 -25 1,2 25 1,2 EFF) ------------------**TRUSS ANALYSIS** ------------------EFF -~ WEB WEB AXIAL LD ·· --· -AXIAL LD -AXIAL LD .pp LOAD-LBS---DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 .o 25.448 2 -.569 + 36887.6 32065.5 . 0 2 .o 25.448 Vl .ooo .o 32065.5 .o 3 12300.0 25.448 3 1.060 25064.7 .o 49262.6 ·4 .o 25.448 4 -1.060 + 8157.4 54859.5 .o 5 .o 25.448 V2 .ooo .o 54859.5 .o 6 12300.0 25.448 5 1.060 8157.4 .o 60456.4 7 .o "25.448 6 -1.060. + "8157.4 66053.2 .o 8 .o 25.448 V3 .ooo 12300.0 66053.2 .o 9 12300.0 25.448 6R 1.060 + 8749.9 .o 60049.9 10-.o 25.448 5R -1.060 .,.. --8749. 9 54046.5 .o 11. .o 25.448 V4 .ooo .o 54046.5 .o 12 .o .ooo 4R 1.060 + 8749.9 .o 48043.1 13 .o .000 3R -1.060 25657.1 30439.5 .o 14 .o .ooo V5 .ooo .o 30439.6 .o 15 .o .000 2R .613 + 35706.7 . 0 .o · .. PURITAN --BENNETT, .. 94-9-432 .. LIST 2.9· · . G24 -------~~~~---~-**CHORD PESIGN·*·* STEEL .FY ·-----~------ LEND PANEL PP L END PANEL MP · .. L.VAR PANEL.PP .·. L VAR PANEL "MP INT. ;PANEL. PP. INT PANEL MP R VAR PANE:Li MP R VAR PANEL PP REND PANEL MP · R END· Pl\NEµ PP · -, . .,.. .. AXIAL STRESS 11153. 2· · 11153.2 11153.2 .11153 .2 . . 2 2.9 7 5.~ O . 22975.0 10581.-7 10587.7 105-87 .7 10587.7 . · .SEC ... DESCRIPTibN .. .. . TC 4 3 L 3 X . 3 . ·. X. 2 5 0 · . ·:,. 'BC ·38' .. L2~1/2X2-i/2X.230. · May_ 21, 1~9.0 == 50.0.00. PSI :AXIAL MOMENT BENDING RATIO UNI' LOAD · .-3718 . • 0 ._5754 • 0 • 3718 • 0 .•. 4487-·.o • 7658 .• o. • 9425 .0· .4260 .o 43529 .o •. 5203 • 0 .3529 .o AXIAL . LOAD · K ·. ~L/R. · 66053 •. 1.00 44.1 .. . · 60456. -1.0D. 97.5 STRESS .o • 0 • 0 .• o • 0 . .o • 0 .o .o .o I BENDING RATIO .0000 .0000 .0000 .0000 . .• 0000 -.0b00 .0000 • o·oo.o • 000.0 .0000 COMBINED RATIO .3718 .5754 .3718 .4487 .7658 .9425 .4260 .3529 .5203 .3529 FLRS:· LENGTH 23-7 1/.4 -23-1 .. 3i' 4 . 8,09. 7DEV . .OREQ 463.7REQ 6 . 0 TL ·130 Sf~-Df~·2~7J~½~~l2X. 2,3·0 .. AXIA~o~6~~SS. 1?-~m§ L/360 LIVE tOAD DEV = 2426.3 PLF,. L/240 LIVE LOAD DEV = 3639.5 PLF . TOTAL LOAD FOR, DEFL = 2.084. 2 PLF. -------, _____ _ -**TCX DESI'GN-~* ... ----·------------ SEC L 43 -42 TC BR BENDING MOMENT o. RE:Q ·S _ DEV S • 000· 1 .• 108 REQ I .ooo DEV I 2.488 DEFLC IN. .008 LENGTH o-1 0/0 o-6 o,o BEARING DEPTH 6.00 --: ---------------. ' **END.· PANEL DESIGN** . . ·-· ' ---.--~ -----·---. --.... 'I • •. ''I'• AXIAL llOAD·: -K · ' ' · LEFT · · 3 2 0 6 5 • 5 · .. 1 ·• 0 0 KL/R. FLR WEB . T.O "END BASEL NGM NGM B. DEPTH 75.5 0 -V ·-·. 3·-1·0· 3/4 · EP VP . 6 0/.0 . RIGHT 30439.6 1.00 . 70.1 0 V 3-7 1/2 EP VP 6 Oj'O -·· -----------:·.**WEB DESIGN**·. S~EE~ fY = 50,00(;). PSJ:. MIN VERT SHEAR= 4666.4 LBS. · .,.;.---------!--;..;-.,· .. END REACTION = 18665. 5 ·LBS • .. WEB 2 Vl . 3 4 .. ~ V2 .5 p V3. 6R 5R V4 4R 3R V5 2R NO DESCRIPTION Q 31 L 2 X .2 X. 2 3.2 2 17 Ll-1/2il-112X~138 .. 1 27 L 2 X Z X.188' 2 17 Ll-1/.2Xl-1/.2X~138 -~ 17 :L:l;__-'1/2X_l-lj'2X.138 l 22.L 2 X 2 X~137 1 17 L1-1/2Xl~l/2Xil38 1 2 7 L. 2. X · 2 X. 18'8:, 1 _17 L1-·1/2Xl-1/~X. 138 1 25 L 2 X 2' X.163 1 11 L1-112x1~11.2x:138 1 17 Ll-li'2Xl-lj'2.X.138 l 27 L. 2 X 2 X. 188 · 2 17 Ll-1/2Xl-1/2X.13B. 1 31 L 2 X 2 X.z32·-2 i , .. , .... \. .. • ' " ~ •,:' • -t ' . . ~ . ' . , .. J,: . .: ~ ......... ' . .,. ' .,.,.. '', K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 1.00 1 .. 00 1 .. 00 1.00 ·1 •. 00 1.00 1.00 . _ , ._ .. REQ . . ·-oEV · REQ FILLET AVBL .KL/R A~ LOAD AX LOAD WELD SIZ·E WELD SLOT B4.2 + ~6888.+ 52451. 13.2X .188 11.7+ 3.6B 86.1 .,..· .1:321.-7002. 2.0X ~138 4.2+ .O .56.-7 -25065.-33364. 9.0X .18& 10.1+ .OB 118.4 + · 8157.+ 11849. 4.0X .138 4.9+ .O 86.1 -1321~-7002. 2.0X .138 4.2+ .O 8~.2 -81t7.-8592. 4.0X .137 _ 5.6+ .O 118.4 + 8157.+ 11849. 4.0X .138 4.9+ .O 64 .• 6 --.12300.-1-5703. 4.4X .188 4.9+ .O .118.4 + -8750.+· 11849. 4.3X .13·8 4.9+ ~O 88.5 -, 8750.-10544. 3.6X .16'3 -5.6+ .O 86.1 ~ 1321.-7002. 2.0X .1~8 4.2+ .O 118.4 + 8750.+ 11849. 4.3X .138 4.9+ .O 56.7 -25657.-3~364. 9.2X .188 10.1+ .OB 8'6 •. 1 -1321.-7002. 2.0X .138 4.2+ .O ,~.6 + 35707.+ 524s1.·12.8X .188 11.4+ 3.6B : l' ~ ' ~ : . ' -._ ~': . + ~-.. _ •. • '. ~ " ., .. ,• ,• ••• • PURITAN -BENNETT ·· 94-9-432 LIST 29 . May.21, 1990 G24 **BRIDGING REQUIREMENTS** -------------------------TC RYY = 1.633, BC RYY = 1.435, WLEN/(TC RYY) = 170.364 WORKING LENGTH= 23.188 FT MAXIMUM SPACING FOR BC BRACES= 28.706 C ' .. ' ~ ... ' . ···: ••• ·. . .PURI.TAN """ .BENNETT·· . . . 9,4..,9-432 .. 'LIST . 29 '. ,·231· '311 ,. ' I G25· 27YG 0 · .. ·27G 4N 20.00K -~---~------~--------~-----~---,--.... -~----~----------,---------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJ! SPECS VULCRAFT ENG DEPT** -------~-------~-------------~-~-~----~-~----~------------------~-------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH . S·P~CING . STRUT STRUT .. INCHES· LOADS 2'7. 00 2·3-3 .0/0. 06.,..00 0/0 I~ 0 IN • 0 'IN 69 'TL REQ :oo LL .--.-:----~-------~---~-. * *::l;.iOAD CR:l:TERIA* * * ••• _..ii----------~-------i' •·. TOTAL LOAD= O. l?LF, LIVE.LOAD= b. PLF. TOTL LOAD DEFLECTION SPEQIFIED AS i/240 CONCENTRATED 2.0. 000 KIP(S) TOTAL AT PP 3 6 9 -----------------~--'. .. :· **BAS.IC DIMENSIONS**' .. -.'. -".':0 :-. •• • • • ., ·.. ' .. ~· ---------------------' ' . ... ·· · . LEFT . <RIGHT . : , :.LEFT .. ·.,. · 'RIGHT :·· .. ·· WK LENGTH. END PANEL>'.SND PANEL . VAR DIM. '-'-:·· 2:2.9167 3:-7 1/2 ,· 3·-· 7· l-/2. ·.·?-. 0 ~010-: VAR ·:DIM INTERIOR PANELS .2-: ·o 0/0 3 AT 4-0 0/0. LEFT. TC RI.GHT TC . ijND PA:t-:JEL E.ND PANEL . A-DIM B-DIM \ . ' '. 3-7 1/2 .3--7 .1/2 5-7 1/2: .' ·5-. 7,' 1/'2 ' DEPTH LEFT 27 0/0 25 1"/8 DEPTH DEPTH , CENTER RIGHT 27 0/0, 27 0/0 (ACTUAL) 25 1/8 25 1"/8 (EFF) ~--~--------------**TRUSS ANALYSIS** ' ., ··----~-~~-------·---'. · .. :... · ·.,· ·~ _:_. -· ·. -·· · ·,· . · · , EFF' · ·WEB , .: ::wEB. ··,..,,•:AXIAL LO.:.· AXIAL· LD ' .. :-.pp_: LOAD-LBS -"DEPTH . MEM ... SLOPE · .. IN .WEB · . TOP CHORD 1 . .o 25~144 2 . • 0 2·5 • 14 4. 2 · -• 6 0 6 + · · 5 7 8 9 3". 6 .. . 4 9 514 • 3 Vl .000 -~d 49514.3 3· 2 0000. 0 ,25. 14,4 3 1. ,O 4 8 --414 7 2 • ·3 • 0 ::::. ·.· .45, ·. .. • 0 , .25 .144: I , • 0 . ·, ·2·5 • 144 4 -. ~l-~48' + 13824.1 : 87694.1 V2 . • -0 0 0 . · .,.. ' . . ·o 8 7 6 9 4 • 1 5 1.048.' _,-.... -~. 13·824::1 .o , ,·--· ~ 6 2 0 0 0 0 • 0 .. 2:5 • 1.4.4 , ~ ~1.-048 + 13824.1 106783.9 I I '> : i . t ·1 . .o 25.144. 8 . • 0 25 .144. V3 • 000 . 20000. 0 106783. 9 9 ,2J:)000. 0 25 •. 144 10 .o 25.144 6R · 1.048 + 13824 1 . 0 5R -l.04.8 -13824:.1 ·!,~ '876-94:o 11 .o 25:144 V4-.• Q.0.0 . • O '876-94. O 12 .o .~000 . -4,R, 1 .• 048 +· 13.824.1 .O 13 .o .ooo '14 .o .000 15 .o .• 000 3R -1.048 41472.3 -· 49514.3 V5 .000 . ~0-49514.3 2R ~606 ·+--57893.6 .O ----~-------~~--**CHORD DESIGN** STEEL FY ;::: 50000. PSI. . .. -~-~------------AXIAL. AXIAL RATIO MOMENT· UNI LOAD· BENDING L END PANEL pp L'END PANEL MP L VAR PANEL pp L VAR PANEL MP INT PANEL pp INT PANEL MP R,VAR PANE.L MP R VAR PANEL pp. R--END PANEL MP. R END PANEL pp 1" . STRESS 1182.8.4. 11828.4 11828.4 11828.4 25509.4 25509.4 11828.4 11828.4 11828.4 1182:8. 4 . ,. . ,._. • 3-94,3 • 5268' • 3·943 • 4512 .. .-8503·. .9946 .4512 • 3:943 • 5.268 .3943 ·,·, ... ' ... ·•· ~ .. : : . • 0 -. .• 0 . ,. ' . .o • d . • 0 . .o .o .o •. o .o STRESS .o .o .o .o .o .o .o .o .o .o .. • • ',_"1 -.:-• '. ~· .-· __ :··. ~:· •• ,., - ~ ;,• ~ ,_, ._ ' , V • • ' r... ,i,~ • ; .. _,,· ·~ -• ... · -·. _,... . ~. ,. .. . . ~ . ', AXIAL LD .... · BOT CHO~D .o .o 78149.1 • 0 . .o 972:39 .o .o .o 9723.9 .• 0 .o .o 78149.L .o • 0· .o BENDING. RATIO .0000 .0000 .0000 .0000 .0000 .0000· .0000 .0000 .0000 .0000 COMBINED RATIO •;' . ' . • 3943 .5268 •. 3943 • 4'512 .8503 .9946 .4512 • 394,3 • 52,68 • 394,3 ·-PURITAN -BENNETT 94-9-432 LIST 29 G25 • • .. May 21, 1990 SEC DESCRIPTION . 52 L3-l/2X3-1/2X.313 48 L 3 X 3 X.313 AXIAL LOAD K KL/R 106784. 1.00 39.1 97239. 1.00 81.5 I FLRS 1224.3DEV 6 .OREQ 0 732.0REQ TL LENGTH 23-3 0/0 23-2 0/0 TC BC SEC DESCRIPTION AXIAL STRESS CBRMP BC 48 L 3 X 3 X.313 L/360 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = ~~--~---------~-----**END PANEL DESIGN** 29995. . 9998 3800.3.PLF, L/240 LIVE 3408. 4 PLF •.. · . LOAD DEV= 5700.5 PLF AXIAL LOAD LEFT 49514.3 RIGHT 49514.3 K 1.00 1.00 KL/R FLR WEB 60.2 0 V TO END BASEL NGM NGM B. DEPTH 3-7 1/2 EP VP 6 0/.0 60.2 O V 3-7 1/2 EP VP 6 0/0 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 7500.0 LBS. WEB NO DESCRIPTION --· 2· ·-·-39··-L2-1/.2X2-1/.2X. 250 Vl 17 L1-1/2Xl-1/2X.138 3 39 L2-1/2X2-1/2X.250 4 27 L 2 X 2 X.188 __ : V2 17 L1-1/2Xl-1/2X.138 ·· ·: ... 5, 29 L 2 X 2 X. 213 6 27 L 2 X 2 X.188 V3 20 L1-1/2X1-1/2X.170 6R 27 L 2 X 2 X.188 5R 29 L 2 X 2 X.213 V4 17 L1-1/2X1-1/2X.138 4R 27 L 2 X 2 X.188 3R 39 L2-1/.2X2-1/.2X.250 V5 17 Ll-1/2Xl-1/2X.138 2R 39 L2-1/2X2-1/2X.250 .. -.Q 2 1 2 1 1 1 1 2 1 1 1 1 2 1 2 **BRIDGING REQUIREMENTS** ------------------------- END REACTION= 30000.0 LBS • . _ . -REQ DEV . REQ FILLET AVBL K ... KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 1.00 63.1.+ 57894.+ 71250. 20.8X .188 13.7+ 1.1B 1.00 85.1 -2136.-7086. 2.ox .138 4.2+ .o 1.00 45.2 -41472.-59578. 14.9X .188 12.2+ 7.lB 1.00 88.3 + 13824:+ 21500. 5.0X .188 5.7+ .0 1.00 85.1 -2136.-7086. 2.0X .138 4.2+ .O 1.00 88.5 -13824.-13914. 5.0X .188 5.7+ .O 1.00 88.3 + 13824.+ 21500. 5.0X .188 5.7+ .O 1.00 54.8 -20000.-22697. 7.9X .170 11.5+ .OB 1.00 88.3 + 13824.+ 21500. 5.0X .188 5.7+ .0 1.00 88.5 -13824.-13914. 5.0X .188 5.7+ .O 1.00 85.1 -2136.-7086. 2.0X .138 4.2+ .O 1.00 88.3 + 13824.+ 21500. 5.0X .188 5.7+ .O 1.00 45.2 -41472.-59578. 14.9X .188 12.2+ 7.lB 1.00 85.1--2136.-7086. 2.0X .138 4.2+ .O 1.00 63.1 + 57894.+ 11250. 20.8x .188 13.7+ 1.1B TC·RYY = 1.842, BC RYY = 1.647, WLEN/(TC RYY) = 149.286 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 32.944 NOTE: DOUBLE ANGLES REQUIRED FOR VERTICAL WEBS AND/OR W2D ••••••• ~ ': ' : ',' . . , , . ; • , • :. I ' ~ ' ? -_.,. ·,' ·_ ,, ...... , ,' ~~------~--------.. ~-~~~~2~:~·::~~E~~~ . ~-; ·:· . ~ -· .. -.-... _ _ TOTAL LOAD = . ' ' () ~ . l?;LF, .. LIVE LO Ab. == () • 'i>LF ~ TOTL LOAD DEFLECTION SPECI:FIEb ~S L/240 CONCENTRA'l:'ED J,.2 • 3 0.0 :(<IP ( S) TOTAL AT Pl;> 3, 6 9 ... **TCX/GANT LOAD CRITERIA**·'··,.·, ....... _· . . -~---~---~-~-~----~~-~---~. ---------.---#-_-------:----.. --~---... : : **BASIC PIMENSJ;ONS.**. ·---------~--~-~-----LEFT RIGHT . -·: .. _, ! -.• LEFT . . RIGHT WK LENGTH END PANEL. ·.END PANEL 2 3 • 2 08 3 . 3-~ 10 ·-7 / 8 : ·3-7 5./ 8 . . . · VAR IDIM VAR DIM INTERIOR PANELS 2-.o · o / b .. 2·-o o Jo 3 ° AT 4 -. o_ : o / .o · LEFT TC· RIGHT TC END PANEL. 'END PANEL A-DIM . · B-DIM 3~10 7/8 ·3-7 5/8 5-10 7/& 5--7 ~/8 '~~i~H 8i~~~R.. Rf-~~¥-'.. _ . . : TCX LEFT TCX RIGHT 27 0/0 27 -.0/0 -.27: 0/0 ·('.ACTUAL).·~-~-··-· ·\ ·. . 25 112 .. 2·!;>-1'/2 .: ~5._·.1,2 (EFF) :-· .-.· · ·· o-1·0/0 o-b 010· ---------·-------~--'!" .. . · **TRUSS· ANALYSIS** ----~---------~---I /·. :pp· . · · ·· · · ~ EFF-~·:_; ~-WEB·-· __ ·:WEB , LOAD-LBS ·-·DEPTH·-. MEM ·: SLOPE·:: :. AXIAL-LD· · · .... : IN. WEB . ·1 2 3 4 5. 6 7 8 . 9 .. l~· 12 13 14 15 · . . • 0 · · 2 5 • 4 4 8 · · 2 -• 5"6 7 + · 369:65. 8 .• 0 25.448· -·Vl .-0:00 ·123.QO.O 25.448 . 3. 1.060 -· • 0 25. 448. . 4 -1. 060. .,.+ _ ~ o· 2 s • 4 4·a --v2 • o o o -. ~ . 12300-~ 0 25. 448 5 1'" 060 : -,. ·.:: ...• o ... 25.448'·~··:6 ., .. ,-,-1 •. 060 .,+-- • 0 25 .• 448. ·:··:. V3 .,000 1230'0. O 2·5, .-448. · 6R · · .1. 060 + · · .• o-· · :2-5.448 .:'.~5R.--1.06,e, •. o 25.4.48 .v4 .ooo ~-0 .OOQ 4R 1.060 +· .O .000 3R -1.060 •. o • oo.o V5 •. boo .Q .000 .. 2R .611 ~ · .. ' . . ·-... ·~ . --' ._,_,. -',-, . • ·0' . 25,064.9 81·57. 7 . . •. o: · .. 8,1.57. 7 · '8157-.-7 12'3·00.-0 .8749.6 8,749 .-6 .o 8749.6 2'5656~.9 .o '3578-4.5 ... ' : ~;_ .. ::. -. : .. ···.\ ... '.~ ~.;:.~./~ .\~·\.: ::_, _:_·_ ·: ': ~-'\: .:: ..... _._., ·:_>/_:_::;·~,· -~ ... -• ..... • .. ~-i" .. -.:.~-·· --_., ...... _·-·~· .... ,.,:t··'• ... · ··AXIAL LO TOP CHORD 32155.4 32155.4 .o 54949.8 · 54949. 8 .o :· 66143. 9 66143.9 .o 54137.5 '54137.5 . • 0 3'0530. 9 30530.9 • 0 AXIAL LD. BOT CHORD . ..o·. .• 0 49352.7 .o .o 6'0546 •. 8' .• Q . .o 60140.7 .o . . • 0 48134.3 • 0. .o .·o ' ,,• .· .... ·.··· • • PURITAN -BENNETT 94-9-432 LIST 29 G26 May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL STRESS LEND PANEL PP 11184.5 LEND PANEL MP 11184.5 L VAR PANEL PP 11184.5 L VAR PANEL MP 11184.5 INT PANEL PP 23006.6 INT PANEL MP 23006.6 R VAR PANEL MP 10619.4 R VAR PANEL PP 10619.4 REND PANEL MP 10619.5 REND PANEL PP 10619.5 -·-sEC DESCRIPTION . TC 43 L 3 X 3 X.250 BC 38 L2-l/2X2-1/2X.23D --SEC --DESCRIPTION : .c - AXIAL RATIO .3728 .5781 .3728 • 4500 -- • 7669 .9438 .4272 .3540 .5227 .3540 MOMENT UNI LOAD .o .o .o .o .o .o .o .o .o .o AXIAL LOAD K KL/R -66144. 1.00 44.1 60547. 1.00 97.5 .AXIAL STRESS CBRMP BENDING STRESS .o .o .o -. 0 .• 0 .o .o .o .o .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 . .0000 .0000 .0000 • 0000 .0000 -I FLRS 809. 7DEV .6 . .OREQ 0 -. 464. 7REQ TL COMBINED RATIO .3728 .5781 .3728 .4500 .7669 .9438 .4272 .3540 • 5227 . .3540 LENGTH 23-7 1/.2 23-2 070 BC 38 L2-1/2X2-1/2X.230 L/360 LIVE tOAD DEV= TOTAL LOAD FOR DEFL = 30145. 1.0048 2419.8 PLF, L/240 LIVE LOAD DEV= 2083.3 PLF. 3629.7 PLF · **TCX DESIGN** - SEC L 43 42 TC BR BENDING MOMENT o. **END PANEL DESIGN** REQ S .000 DEV S 1.108 REQ I .ooo DEV I 2.488 DEFLC IN. .008 LENGTH 0-1 0/.0 o-6 070 BEARING DEPTH 6.00 AXIAL-LOAD LEFT 32155.4 RIGHT 30530.9 K.:· ~--_ KL/R 1.00 . 75.8 1.00 70.3 FLR WEB TO END BASEL NGM NGM 0 V 3-10 7/.8 EP VP 0 V 3-7 5/8 EP VP B. DEPTH 6 0/.0 6 o,o **WEB DESIGN** -sTEEL .FY=-500-00.-PSI. MIN VERT SHEAR= 4666.3 LBS. WEB NO 2 31 Vl 17 3 27 4 17 V2 17 5 22 .. 6 17 V3 27 6R 17 5R 25 V4 17 4R 17 3R 27 V5 17 2R 31 DESCRIPTION L 2 X 2 X.232 Ll-1/2Xl-1/2X.138 L 2 X 2 X.188 Ll-1/.2Xl-l/.2X.138 L1-1/2Xl-1/2X.138 L 2 X 2 X.137 Ll-1/2Xl-1/2X.138 L 2 X . 2 X.188 Ll-1/2Xl-1/~X.138 L 2 X 2 X.163 Ll-1/2Xl-1/.2X.138 Ll-1/2Xl-1/2X.138 L 2 X 2 X.188 Ll-1/2Xl-1/2X.138 L 2 X 2 X.232 Q2 K 1.00 -1 1. 00 2 1.00 1 1.00 1 1.00 1 1.00 1 1.00 -1 1. 00 1 1.00 1 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1. 00 - END REACTION= 18665.3 LBS. REQ DEV . REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 84.4 + 36966.+ 52451. 13.3X .188 11.7+ 3.6B 86.1 -1323.-7002. 2.0X .138 4.2+ .O 56.7 -25065.-33364. 9.0X .188 10.1+ .OB 118.4 + 8158.+ -11849. 4.0X .138 ·4.9+ .O 86.1 -1323.-7002. 2.0X .138 4.2+ .O 88.2 -8158.-8592. 4.0X .137 5.6+ .O 118.4 + 8158.+ 11849. 4.0X .138 4.9+ .O 64.6 -12300.-15703. 4.4X .188 4.9+ .O 118.4 + 8750.+ 11849. 4.3X .138 4.9+ .O 88.5 -8750.-10544. 3.6X .163 5.6+ .O 86.1 -1323.-1002. 2.ox .138 4.2+ .o 118.4 + 8750.+ 11849. 4.3X .138 4.9+ .O 56.7 -25657.-33364. 9.2X .188 10.1+ .OB 86.1 -1323.-7002. 2.0X .138 4.2+ .O 79.8 + 35785.+ 52451. 12.9X .188 11.4+ 3.6B . •. "' '~ /, •• ,.._ PBRITAN -. ·BENNETT . .:·,··:. 94"".9-432-LIS.T. ~, 29 . · : .· G26 · · . . -: :, May_ ·2.1,· ·.1990 /•. ·/ -----~---~-------~~----~~ **BRIDGING REQUIREMENTS** ic-iiii-:--;::633;-iic-RYY-:. 1. 435, WLEN/ {Tc RYY) = 170. 517 WORKING. LENGTH = . 23 ./208 FT . . ~XIMBM SPACI!'fG FOR BC BRACE$ == -~ 8 • 7:0 6 ---~ -,_ ~ ---. ----------_ --- .... · .... -.. :- :· ';" ,,•; -.--.. -... ;•-,· ·--. ~-.. __ ,_._ ; ':._ . .f~· ' . .... ")' .. , , , __ -.: .. _ -i-... , • .; ,·. . . . :-_:' -··· -. . .. . ..... ' .., ' ,._ . ' :·:.1_..l_. ·.·'.· _; .. ,:· -.. _1;:-,._ -' • • ....,...,s-i.;'. ... · .... -'. : \ • ~.. ... .. • • .... • •• <> '···:"'-·. . .. -::. •• • PURITAN -BENNETT -·---·-May 21, 1990 94-9-432 LIST 29 G27 27YG. 0 23' 9-3/4" 27G 4N 12.30K ------------------------------.-----------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** JOIST LEFT END RGHT END ACTU~L DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-9 3/4 06-00 0/0 6.0 IN 4.0 IN .66 TL REQ .00 LL -**LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= 0 •. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM = R TCX · LOADS: UNIFORM = **BASIC DIMENSIONS** O. PLF. O. PLF. LEFT RIGHT. LEFT . _ . RIGHT WK LENGTH END PANEL END PANEL 23.4792 3-10 7/8 3-10 7/8 VAR DIM VAR DIM INTERIOR PANELS 2-0 0/0 2-O 0/0 3 AT 4-O 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 3-10 7/8 3-10 7/8 5-10 7/8 5-10 7/8 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 27 0/0 -. 27 0/0 27 0/0 (ACTUAL) 25 1/2 25 1/2 25 1/2·(EFF) **TRUSS ANALYSIS** EFF · ·WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 25.441 2 -.567 2 .o 25.441 Vl .ooo 3 12300.0 + 25.441 3 . 1.060 4 .o 25.441 4 -1.060 5 .o 25.441 V2 .ooo 6 12300.0 25.441 5 1.060 7 .o 25.441 6 -1.060 8 .o 25.441 V3 .ooo 9 12300.0 25.441 6R -1.060 10 .o 25.441 5R -1.060 11 .o 25.441 V4 .ooo 12 .o .ooo 4R 1.060 13 .o .000 3R -1.060 14 .o .000 V5 .ooo 15 .o .000 2R .567 ... AXIAL LD IN WEB + 374.10. 4 .o 25364.3 + 8454.8 .o 8454.8 + 8454.8 12300.0 + 84.54. 8 -8454.8 .o + 8454.8 25364.3 .o + 37410.4 TCX LEFT TCX RIGHT o-1 0/0 o-1 0/0 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 32544.3 .o 32544.3 .o .o 49949.6 55751.4 .o 55751.4 .o .o 61553.2 67355.0 .o 67355.0 .o .o 61553.2 55751.4 .o 55751.4 .o .o 49949.6 32544.3 .o 32544.3 .o .o .o .. ;,PURITAN ·~ ·-BENNETT ·· : .. :Ml;ly·.2.:1,.,,·: J,99d .. ·-.-.. 94·.:,.9-432 LIST ... 29: -----_-. -. ·. · ,--.:. · -· Ga7 -. -~--------------**CHORD DESIGN*-* -STEEL FY -~OOO(;h PSI -:..-~~~--~---·-~~-. AXIAL-. AXIAL. -MOMENT BENDING BENDING STRESS . RATIO . UNI LOAD STRESS RATIO ·· L END PANEL PP · 11319 >8 • 3773· • 0 • 0 • OOOO· COMBINED RATIO .-3773 .5851 • 3'773 l-~~~ :~~It~~-s:i~t~:~ :~-~-~½' _; ___ :8 :8 :8888 -· . -L.V.AR-,PANEL·-MP .--11319.8 --..... 4554-· ... --..... -:-•. 0;._.·. -.O -.0000 -... . ·_· '. -.. )ENT· .PANEL ·· PP . . .:_ 2 3 4 21 • R . · ·. • 7 8 0:9 .-. .• 0 i • 0 -.: .• o·.d 0,0 • 4554 ;1._a·o9 . INT .. PANEL MP 23427. 8 . -• 96.11 · • O • O • 0000 . R .VAR PANEI:, MP 11319.8 .4554 .d .o .0000 R VAR PAN,EL PP -113·19. 8 · · • 3773 .• 0 • 0 • 00.00 .R END .PANEL MP 11.319. 8 • 5851 • O • O • 0000 R ENO PANEL pp lJ,.319. 8 • 377·3 . • 0 • 0 • oood ·_ · ·-sEC '.DESCRIPTI.QN . . _ . . · AXIAL LOAD K --. KL/R I · F·LRS TC· 43. -L 3· X 3 . X. 250·. . . -67355-.-•.. 1 .• 0.0. 4:4-.1: 845. 7·DEV 6 BC .. 39-· .. L2""JJ2X2--1/~X.'250 ~ -·_ . -6155-.3 .•. 1. 0-0 -·97. 7 -·_,_ • OREQ O • ·., •• ·-• -~ • • • H • ~ 4 7·8. 6REQ TL .9611 .4554 .3773 .5851 .3773 LENGTH· 23-11 3"/._4 2.3-· 1 3'/ 4 ---rfo S~~: Df~~t7r~~~r./2·x:2sc( AXIA~ii3-~~~SS ~~~~ - L/.360 LIVE LOAD DEV = 244.0. 9 PI:,F, L/240 LIVE LOAD DEV = 36.6:L. 3 PLF . . ';[10TAL LOAD FOR_DEFL = 2072.2 PLF. _ . -~1:--~---.------- _.: **TCX DESIGN-** .: . -. . ----.-~----~---BENDING MOMENT' DEFLC BEARING SEC L 4.3 ,·Tc 42 "BR . . 0. R ~g .. _. ~~ : _ _ .: .. . 9. • --------------~-----~-, . REQ s· .'000 "'.000_ **:END: EAN·EL IYESIGN*-* -' · . ---·:. -' . ' ' ' ' ' ' DEV s REQ I DEV I 1. 108. .0'00 2.488 1.1.08 .:_QOO .2 .• 48_8 --,·· ... _ .:- IN. LENGTH DEPTH .008 o:.. 1 0/.0 6.00 o-6 ozo .-008 o-1: ozo ?-00 --o-6_ "0.'/0 .. ·-. .. . -... . . ~------~------~-----: . AXJ;AL LOAD K __ . K[~/R F~ · WEB TO END BASEL NGM NGM B. DEPTH . LEFT 32544,.3 ·1.00 · 75.8. '0-, v· --3--1.0 7/.8 EP VP ... 6 0/;0- ;-.--:·R:J;GljT-:-_32·544 •. ~-.--. .-,1.0·0,,--,·7"5.·8 · ·:·Q_ '-.'V:·· · 3-10 _7'/8._.. · EP VP · .-6_ -0,'fO . . , ...... .,...;;...;.. ___ . ____ .___ . . ... '•. ' .. , - '. -:. **WE-i3 DESIGN** ST;EEI,i: FY .=. 5-0:000 ~--i='SI ~-, MIN. V-ERT ·SHEAR = --------------· ·. END REACTION = . . . REQ . DEV 4612.5 LBS. 18450. 0. LBS'-. _ REQ FILLET .AVBL .. WEB .NO bESCRI-PTION , . Q K KL/R AX .LOAD AX LOAD 2 3·1 L 2 X 2 . X. 2 3 2 . :2 1 •. O 0. 8 4 • 4 + 3 7 41 O • + .52 4 51. 1 _ Vl :17 Ll-..1/2Xi-1/2X.138' -1 1 ~ 00 86-.1 --134-7 •. -7004. WELD SIZE-WELD SLOT 13.4X .188 11.6+ 3.6B \ . ·3 -_27.L_. 2 x .2. x.188.·-: 2·1 .• 0.0-56.7 -253-64.-33366. 4 17 L1-1/2X1.-1/.2.X.13·8 1 ·1. 00: 118. 4 + ; 84.55 •. + .11849. V2 I7-L;L"'.'"1/2Xl-1/2X.138 1 -1.00 -86.1 --· 1347.-. 7004. s -22 .L 2 x .. 2 x.131 ...... _ 1-1.00 8·8.2 -. ·84-s·s.-8593. .6 17· Li-·1./2Xl-1/2X.138 1 1 •. ·00· 118.4 + 8455._+-1184·9. V3 27 L 2 X 2 X.'188 , 1 1.00 64.6 --··12300 .• -15706. 6R 17 Ll-1/2Xl..,1/.2X.138 . :· l 1.·QQ 118. 4 + . 8455 .+ 11849·. SR 22 L 2 X 2 X.137 · --1 1. QO 88. 2-·-84·55. -8593. V4 17 Ll-1/2Xl-1/.2X.138 1 1.-00 86.1 -1347.--7004. 4R 17 ·Ll-1/2Xl-1'/2X.138 1:1.-08· i18~4 + .8455~+-11849. 3R 27 L 2 X 2 X.188 ·· 2 1-00 56.7 ~ 25364.-33366. VS .17 Ll-1/2Xl-1J2X~ 138 . ·. 1 1. Ob 8.6 .1 .-_ .134'7. -7004. 2R 31 ·L ~ . X _2 X.232 _2 .1.00 ~4 • .4 +-3-741.0-.+ ·52451. '..; T • -· , ...... -·~·-.. ~'1-·. ·--. ~-'··:···. . ~"...,· ,:;.· .. ::,.' _, :-_ ' . ' . -. •,. : ~ '.''.' l .. ,: , t :· ,.i,.:... -~~-·:-: .. ' ,, .•• --: : I -~--,. . -· . •.,,: ·::-.. :· .... : ,..· · .. ' • _. ;· ·-"!; . ~·:. '; ; . ' ~-~ . . ' . ·-. ·' ,,.~ ::, --;,•. '",·· •' . ·:· . ' 2 • ox • 13"8 ·4. 2+ • O 9.lX .188 10.0+ .OB 4.lX .138 4·~9+. ~O 2.0X .138 4.2+ .O 4.2X .137 5.6+ .• o 4.lX .138 A.9+ .O 4.4X rlB8 4.9+ .o 4.lX .138 4.9+ .O 4.2X .137 5.6+ .O 2.0X .1~8 4.2+ .O 4.lX .138 -4.9+ -.0 9.lX .188 10.0+ .OB 2.0X .138 4.2+ .O 13.4X .1ae 11.6+ ~.6B .. ':..' PURITAN -BENNETT 94-9-432 LIST 29 G27 • ---------. ---------------**BRIDGING REQUIREMENTS** ------------------------- • May 21, 1990 TC RYY = 1.633, BC RYY = 1.440, WLEN/(TC RYY) = 172.507 WORKING LENGTH= 23.479 FT MAXIMUM SPACING FOR BC BRACES= 28.799 , . , .• ,-· ~ . -. ' ,-. . . · .. '._., . . .PURI.TAN. -_BENNETT . . Ma¥ :2.1., .. 199·0-94-9~· 432 LIST .. 29 G2.8 27JG' . 0 23, . 9-,,1;211 27G' 4N 12. 30K ;;joisT-GrRnER-nEsrGN-REQuriEiiiiiis;;--.,.---sji~sPics ______ vui:ciiFT~ENG-oEPT.;;-.,. . --. . --. . ------------------------------------------------------------------------------• -' • -+ JOIST LEFT. END RGH'.T END ACTUAL DEFL POINT DEPTH Bs· LENGTH SPACING STRUT STRUT INCHE$ LOADS 27.00 23-9·1/2. 06·-00 0/0. · 5.5-IN 4.5 IN .66 TL REQ .00 LL --... -------- -:·*·*LOAD C~ITERIA** --~---~~-~~--~.,.~-TOTAL LOAD = b. PLF, LIVE LOAD ·o ~-· ':i?LF. TOTL LOAD .PEFLECTION $P,ECIFIED AS L/ 24 0 CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 -----~--------. -----------,; ~!:~~[:~~:~~~~~-:~:'.:~~:~~~. . . ' ' . . - L TCX LOADS: UNIFORM= . · R. TCX .. LOADS: · UNIFORM .= · O. PLF. _ . .. . · 0. PLF.·':'-'----.. ;: -,,--------~-----,----~-**BASIG DIMENStONS** ----.,.---.,..,.~-:--i;ii;T-~ ·.: .WK. LENGTH · · END PANEL . RIGHT . . . LEFT 'RIGHT' END· PANEL · · VAR bIM .... V.AR DIM 23.4583 3-io 3/4 ~--10 3/4 2-0 0/0 ·2-0 0/0 E~~~J~-iL -~~gHiJ~L A-DIM· B-DIM 3-10 3/4 3-10 3/4 5-10 3/4 5-10 3/4 . 'DEPTH . .. · DEF.TH · DEPTH INTERIOR PANELS ... 3 AT 4-. O 0/0 i ·~···LKF.T ·CENTER ,·:RIGHT· · · · .... , .. I ·:··:2·r 0[Q . 27_. ·o/o · "27 0/0, (ACTUAL) ... · TCX LEFT TCX RIGHT · · 2·5 112 ·. 25 112 25 1,2. (EFF) ·. · o-1 0/0 o-1 -0/0 ·**TRUSS ANALYSIS** :· -----------"'!""'!"!"'----~--· ,,~ ' · · PP· : LOAD-LBS ·· .. EFF ---WEB OE;t?TH'. ·. MEM 1 · . • 0. 2 .o 3. 123·00. 0 . '1j,". .'O 5 . • b 6 i.~:;300. 0 7 .o 8 • 0 ... 9-, 123.00.0 10• .. • 0 11 · .o 12 • 0. 13 .• o 14 .o · 15 • 0 25 .• 44,l 2 25.441 Vl 25.4,41 3 25.441 .4 .. 25.441-V2· ,. 25 .•. 441 , 5 .. 25.441 · 6 · 25.441. V3 25;441. 6R.. 25.441 · 5R. .25.441 V4 .000 4R .000 3R .000 V5 .000 ·2R -.. . ~ . .... .. ~ . WEB . AXIAL-: l~D . AXIAL LD . SLOPE, . '. · .... -IN WEB .. . .. TOP CHORD -.569 · + 37331~5' 3.2453.7 .• 000 .o 32453.7 1~060 25364.3 .o -1. 0.60 + 34··54. 8 55660. 7 .ooo · ~o 55660.7 1. 060 , -' .... 8454. 8, . . • 0 -i.060.' ·+ 8454.8· '67264.3 • 0 0 0 -.12 3 0 0 • o. 6 7 2 6 4 • 3 1 ~ 060 . + .: . 84.54 ~ 8 • O -1. 06·0 8454 .-8 -55660. 7 .000 .o 55660.7 1.060 + 8454.8 .o -1.060 25364.3 32453.6 .000 .· .o 32453.7 • 5 69 + · 37331. 5 • 0 • L ~. ,4· • .,. O ' , ....... ~,· ... ' '• · ... · ·-._ AXIAL·tD. BOT·CHORD .o .• 0 4985'9. O' .• o .o · 61462.5 · .o .·O 61462.5 .o .o 49858.9 -~o .o .o ~~ ',. . . .. .. . .... ,. .,, { ' . . · , .PURITAN -BENNETT 94-9·--432 LIST 29 G28 • May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO .3763 .5824 .3763 .4541 .7799 .9598 .4541 .3763 .5824 .3763 L END PANEL PP 112·88. 2 • 3763 • 0 .o .0000 LEND PANEL MP 11288.2 .5824 .0 .o .0000 L VAR PANEL PP 11288.2 .3763 .0 .o .0000 L VAR PANEL MP 11288.2 .4541 .0 .• o .. .0000 INT PANEL PP 23396.3 .7799 .0 .o .0000 INT PANEL MP 23396.3 .9598 .0 .o .0000 R VAR PANEL MP 11288.2 .4541 .0 . 0 • 0000 R VAR PANEL PP 11288.2 .3763 .0 • 0 . 0000 REND PANEL MP 11288.2 .5824 .0 .o .0000 REND PANEL PP 11288.2 .3763 .0 .o .0000 SEC DESCRIPTION : . AXIAL LOAD K KL/R TC 43 L 3 X 3 X.250 67264. 1.00 44.1 I FLRS .845. 7DEV 6 .0REQ 0 477.6REQ TL LENGTH 23-11 1/.2 23-1 1"/2 BC 39 L2-1/2X2-1/2X.ZS0-61463. 1.00 97.7 . SEC DESCRIPTION . --AXIAL. STRESS . CBRMP BC 39 L2-1/2X2-1/2X. 250 -28322. • 9441 Lf360 LIVE LOAD DEV= 2447.4 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 2073.1 PLF. 3671.1 PLF **TCX DESIGN** BENDING DEFLC BEARING SEC MOMENT REQ S DEV S REQ I DEV I IN. LENGTH DEPTH L 43 TC o. .ooo 1.108 .000 2.488 .008 o-1 0/.0 6.00 42 BR 0-6 ozo R 43 TC o. .000 1.108 .000 2.488 .008 o-1 ozo 6.00 42 BR o-6 o,o . --------------------' **END PANEL DESIGN** -, : --------------------AXIAL LOAD K KL/R FLR WEB 75.5 0 V TO END BASEL NGM NGM B. DEPTH LEFT 32453.7 1.00 RIGHT -32453·.7 1.00 ·75.5 :o-V 3-10 3/.4 EP VP 6 0/.0 3-10 3/4 ·· ·EP VP 6 0/0 **WEB DESIGN** STEEL FY-. 50000. PSI. MIN VERT SHEAR=-4612.5 LBS. WEB NO 2 31 Vl 17 3 27 4 17 V2 17 5 22 6 17 V3 27 6R 17 5R 22 V4 17 4R 17 3R 27 V5 17 2R 31 DESCRIPTION L 2 X 2 X.232 Ll-1/2Xl-1/2X.138 L 2. X 2 X.188 Ll-1/.2Xl-1/2X.138 Ll-l/2Xl-l/2X.138 L 2 X 2 X.137 Ll-1/2Xl-1/2X.138 L 2 X 2 X.188 Ll-1/2Xl-1/2X.138 L 2 X 2 X.137 Ll-1/.2Xl-1/.2X.138 Ll-l/2Xl-l/2X.138 L 2 X 2 X.188 Ll-1/2Xl-1/2X.138 L 2 X 2 X.232 Q K .. _ 2 1.00 1·1.00 2 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1. 00 1 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1.00 END REACTION=. 18450.0 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD srzE WELD SLOT 84.2 + 37332.+ 52451. 13.4X .188 11.6+ 3.6B 86.1 -1345.-7004. 2.ox .138 4.2+ .o 56.7 -25364.-33366. 9.lX .188 10.0+ .OB 118.4 + 8455.+ 11849. 4.lX .138 4.9+ .0 86.1 -1345.-7004. 2.0X .138 4.2+ .0 88.2 -8455.-8593. 4.2X .137 5.6+ .0 118.4 + 8455.+ 11849. 4.lX .138 4.9+ .o 64.6 -12300.-15706. 4.4X .188 4.9+ .0 118.4 + 8455.+ 11849. 4.lX .138 4.9+ .0 88.2 -8455.-8593. 4.2X .137 5.6+ .0 86.1 -1345.-7004. 2.0X .138 4.2+ .0 118.4 + 8455.+ 11849. 4.lX .138 4.9+ .0 56.7 -25364.-33366. 9.lX .188 10.0+ .OB 86.1 -1345.-1004. 2.ox .138 4.2+ .o 84.2 + 37332.+ 52451. 13.4X .188 11.6+ 3.6B •• • ,,. . ~ ~"'. . • .. PURITAN, -.·BENNETT. . .. ·94-9-: 432· LIST : 2·.g . _. :J1a,y. ~l, .19'.90 ·G2·8 . . .-------------------------* *BRIDGING R,E.QUIREMEN.TS * * --~-----~---------~---~--TC RYY = .1.633, BC. RYY = 1.44.0, WLEN/(TC RYY) = 172.354 WORKING LENGTH = 23·. 458 FT . ~XIMUM SPACING FOR BC: .BRACES =· 28 .• 79$l ·-·---~---~-~-~-------~--- . . ···•!: .... · .... , ·-: . • .. ,--·..,· ,, . . --·--.... . . .... . ~ -.. --- .......... ..,.,_ • .,., .. ·c • .... .,>--... . .. : ... -:. -· ..... ,.:_.- . .., ., . -:·--: --; . • • -, , r , ,~' , i .... , , •' .:,. . ..· . -:; ':' : . : ................. ,:.-' : .... -.. ··-· ..... ., ~ .:. .. ' : - -"• ... ' .. .· f5·-. .. ; ·~· ·./' . --. --..... . ;~: ___ ..._.': . .::,_·= _: · .... ---..... - ~ .... ' ,' •' . •• • PURITAN -.BENNETT May 21, 1990 94-9-432 LIST· 3-0 G29 27YG O 23' 9-1/2" 27G 4N 12.30K ------------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-9 1/2 06-00 0/0 5.0 IN 5.0 IN .66 TL REQ .00 LL ' .. ·.·**LOAD CRIT:J;5RIA** -----------------TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA** . L TCX LOADS: UNIFORM = -··--R TCX -LOADS: UNIFORM = **BASIC DIMENSIONS** O. PLF. O. PLF. LEFT RIGHT_: . . LEFT ·· ... RIGHT . --~ ._ WK LENGTH 23.4583 END PANEL END PANEL . VAR DIM . VAR DIM INTERIOR PANELS 3-10 3/4 3-10 3/4 2-0 0/0 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 3-10 3/4 3-10 3/4 5-10 3/4 5-10 3/4 · DEPTH · ·DEPTH . DEPTH -LEFT · CENTER RIGHT -27 ·oto· 27 O/o· 27 0/0 (ACTUAL) ----2·5-1;/-2 25 112 25 112 (EFF) **TRUSS ANALYSIS** EFF -WEB WEB pp LOAD-LBS DEPTH -• MEM SLOPE 1 .o 25.441 2 -.569 2 .o 25.441 , Vl .ooo 3 12300.0 25.441 3 1.060 4 .o 25.441 4 -1.060 5 .o 25.441 V2 .ooo 6 12300.0 25.441 5 1.060 7 .o 25.441 6 -1.060 8 .o 25.441 V3 .ooo 9 12300.0 25.441 6R 1.060 10 .o 25.441 SR -1.060 11 .o 25.441 V4 .ooo 12 .o .ooo 4R 1.060 13 .o .ooo 3R -1.060 14 .o .000 vs .ooo 15 .o .000 2R .569 ·· AXIAL LD IN WEB + 37331.5 .o 25364.3 + 8454.8 .o 8454.8 + 8454.8 12300.0 + 8454.8 8454.8 .o + 8454.8 25364.3 .o + 37331.5 TCX LEFT TCX RIGHT o-1 0/0 o-1 0/0 AXIAL LD · AXIAL LD TOP CHORD BOT CHORD 32453.7 .o 32453.7 .o .o 49859.0 55660.7 .o 55660.7 .o .o 61462.5 67264.3 .o 67264.3 .o .o 61462.5 55660.7 .o 55660.7 .o .o 49858.9 32453.6 .o 32453.7 .o .o .o •. '· ~ -r -•:: . ' ' ;. ' ·---'· . ' • . -'. .. PURITAN :-BENNETT. . . :: :: ., ::--, . _;_.: :·· ~c1.:y. :4:J:,. 1·99,0 . 94,..9-. 4.3·2 ... ~·.:LIST : 3·0·· G2·9 . . . ' ·.·· . ·-. ' **CHO~D DESIGNtc* S';[1EE$. FY= 50000 •. PSI-----------------. ' ' .AXIAL .. AXIAL MOMENT_ B_ESNT_RDEINSGS BENDING STRESS RATIO UNI LOAD RATIO L · ENI) PANEL PP . 112-88. 2 • 3763. ·• O • O • 0000 . COMBINED L END PANEL MP 112·88 .• 2 ... 58.24 • 0 • 0 • 0000 L VAR PANEL PP 112'8,8 ~ 2.. · • 3763 -.·O • 0 • 0000 ::--:_,L.VAR PANEL MP.· .11-288.-2 · .• 4541.-.. ··"· : .O ...... ·· · .O .0000 .. RATIO .3763 .5824 .37.63 • 4(541-· .7799 .9598 .4541 .3763 .5824 -··~ -1,:~ .... ::INT .PAN1Eij: PP ... 2:3 3 9'6 • 3 .;. --· .• 7:7 _9 9 _:_ ...• ·O . • O • 0 O O.b: . INT PANEL MP . 23396. 3 •. 9598 • 0 • 0 • 000.0 R VAR PANEL MP 112'88 ~ 2 • 4541 • 0 • 0 • o.oo·o R VAR PANEL PP 11288 .:2 • 3763 • O· • 0 • 0000 R END PAN·EL MP 11288. 2 · • 5'824 • b • 0 • ooo·o. R END PAN-EL pp 1r2a8. 2 • 3'763 • 0 • 0 • 0.000 · • 3763 ~:: .. " .. _··:.SEC DES.CRI.P.TION; .. : :. -·~··AXIAL. LOAD:.· .. K _ .. ,".·. 'KL/R.:'" . :-'. I ' . FLRS .,:~ TC: 4.3. · .. L · . 3 · X 3 X •. 250 ... 67264 •. 1 .•. 00·. · 44 .1. : 845. 7DEV 6 LENGTH 23·-11 1/.2 2.3·-.-l 1/2 " ....... BC .... :39 ·L2,~1/2X2-·1/2X,.250 .. -< .. 6):.4.63~ .1.0.0. :9.7 •. 7.,.: .• OREQ 0 ·· _ · . · · · · -: .. .. . . .· ·. _ :4 77. 6REQ TL --:..:7,·_ · .• · SEC· DESCRIPTION . -: .. · . ·;·: ... AXIAL ·STRESS::-· CBRMP ...... .-BC 3·9 Ii2-1/2X2-1/2X. 25'0' . . . 28322. --• 9441. Lb3·60 LIVE tOAD DEV = 2447 • .4 PLF, L/240 LIVE LOAD DEV = 3671.1 PLF T TAL LOAD FOR ))EFL "." · 2.07~ .1 P:(:JF' •. I --------------• --~ 1·:-~·":""**T-CX DESIGN~* .:. --------~----- SEC L 4.3 42 R 43 42 TC BR TC· BR · BENDING MOMENT . . 0 ~ REQ s DEV s ~ QOQ 1. 1·08 REQ t .ooo DE:V I 2.48:S DEFLC IN. .008 _ BEARING LENGTH DEPTH o-.1 oz:o .. 6.00 Q-,. 6 ozo I • 0 •. .ooo .. 1 •. 108 ---. " --, ~ --~----~----------------.. , . : .. _.,. -·-----------~-------: .• _ooo 2.488 ' • -• .. .,· ••• ~--t ••• ~ .. .008 o-1 ozo "6.00 o-6 0"/0 '1 . AXIA.L· 1'0AD . ~. · ... LEFT . 32453. 7 1. 00 KL/R FLR WEB TO END B~SEL NGM NGM. 13. DEPTH 75.5 · .. :0 V . 3-10 3/4 EP VP 6 ·0/:0 l· '"·I<-]GHT.' ·.· 3_24:5,3 ~ 7 · 1 •. 00_:. ' ' ' . . . . . 75.5 ,-,.·,:·Q:· ~ .· V-:··~~_.: ... 3-10 3/4 ·.. EP VP . 6 d/0 ·. ·-... --------------·-·:·=.:· *·*WEB DESIGN** .. STEEL.-::l1'Y ·.= 5·0000,. PSI .• ·,·_ ·MIN VERT SHEAR = 1 ------------,----'· ---END REACTION = i . REQ. -DEV . .:..: WEB. NO DESCRI'PTION . ,Q K . KL/.R AX LOAD AX LOAD ' 2 31 L ·. 2· ·x 2 X.2'32 '2.: 1.0·0 84.2· 4 3733'2.+ 52-451. 1 XJ: .'½l ~1 -½12.~1 -~t 2 ~:t~1 · ,½.· l':88. · ~f:'l -2}5t~:: 3~~~-t: 4 17 L1-1/.2X1-1f2X.138. 1 1~00.-118~4 + 8455.+ 11849. .V2 17 L1-1/2Xl-1/2X.138' 1.1.QO 86.1 1345.-... 7004. : .. 5 .. ,22,L 2 X, 2 X.137·. 1-1.00-·, 88 •. 2 -84.55.-8593 • . 6 17 ~1-1/2X1-1/2X.138 1 1.0Q 11&.4 +. 8455.+ 1184~. V3 27 L 2 X 2 X.188. 1· 1.00. 64.6 -12300.~ 15706. 6R 17-Ll-1/1Xl-1/2X~l38· l 1,00 118.4 + 8455~+ 11849. SR 22 L 2 X 2 X.137 1 1.00 88.2 ~ 8455.-8593. V4 17 L1-1L2Xl-1/2X.138 1_ 1~00 ,86.1 -_1345.-7004. 4R 17 L1-1/2X1-1i'2X.J:38 1 1.00 118-.4 + 8455.+ 11849. 3R 27 L 2. X ·2 X.188. · · 2 1 •. 00-· 56. 7 2·5364. -333,66. i. VS 17 L1-1/2X1-1/2X.138 ,·. 1 1.00 8·6.1 -1345.-7004. , 2R 31 L 2 x 2 x .• 232 2 1.00 . s4.2_ + 3733.4.+ s24s1. I • ,:· . . , . -~ ' -. . '-.:., .. :.·. -... ' ... ~. ~-- • ' • • N • •• • 0 • ~ •• ]---• • .. •...r' -•• ' ··--~ •• , •• p . . . ·~---:.· :·~. ,::~ " ' .. _ : ... -. " . ........... •''. : . -,', . i··. . . ; ... . ' . . . ,~ ,, .... '. ·. ' . 4612.·5 LBS. 18450.0 LBS. REQ F-!LLET AVBL WELD SIZE.· WELQ SLOT 13.4X .188 11.6+ 3.6B 2.0x .13a 4.2+ .o 9.1¥ il8B 10.0+ .OB 4.lX .138 4.9+ .O 2.0X .138. 4.2¼ .O 4.2X .137' .5 .• 6+ .• o 4~1X .138. 4.9+ .O. 4.4X .188 4.9+ .O 4.lX .1~8 4.9+ .O 4.2X .137 5.6+ .O 2. ox . 138 4. 2+ • 0 4.lX .138 4.9+ .0 9.1X .188 10.0+ .OB 2.ox .13B 4.2+ .o 13.4X .188 11.6+ 3.6B ·.·· .. ,-.:. ~ ·:,;.--. ,. .•. , ..... PURITAN -BENNETT 94-9-432 LIST 30 G29 • -------------------~-~---**BRIDGING REQUIREMENTS** ------------------------- • May 21, 1990 TC RYY = 1.633, BC RYY = 1.440, WLEN/(TC RYY) = 172.354 WORKING LENGTH= 23.458 FT MAXIMUM SPACING FOR BC BRACES= 28.799 ------------------------- -: ,. \> .-.. , .• . . , -. . ' ~ ' ,' ' ---,, . , . -.•. ~, __ . . -· PURITAN.-: BENNETT.· ..... -.,::. : · · Ma,y 4'.l,,_.:.19-90 ·94-9-·432 .LIST. 30· ··:·-"·. . -, :G30 . . -27YG G · -· 23' · 9-1/2 1i• -27G 4N .12.30K -----:-,...-~--~----:-------------------,------------~-~----------------------~~---~----- **JOIST GIRDER DESIGN REQUIREMEN'J;S** ·. SJ:t SPECS VULCRAFT. ENG DEPr:I:1** ---~-----------e--------Jorsi ___ .,. ... LiirT-iNo.-iGiim-iNo _________ icTtiir:--oiii~i?orNT __ _ DEPTH BS LENGTH SPACING S.TRqT . STRUT INCHES LOADS . 27,. 00 ·23-9 l_/2. 0:6·-00 0/0 . 5. 0 IN· : 5. 0 j:N • ·55 TL REQ .00 LL . ~------------------·.,---~~LOAD CR;[TijRJ;~*-* .· · · · . · --------·--~·-------.. ,:~-_, : ., -·~~ .. . : ' . • • . f • ,, .: . TOTA:1:i LO~ri ::;= -o ~ . PLF, -LIVE ... LQA-0 ~ : . 0. PLF •. TOTL LOAD DEFLECTION S~ECIFIED AS L/240 ADDIT_IONAL TC _AXI,AL. LOAD == 8 3 • 00 KIPS. __ _.·._,_.CONCENTRATED·.t2.3·00···:r<rP(s-)::ToTAL.AT: PP. a.· 6 ·: g-··. ------------------~-------. . :.·· .. :'!t*T.GX/ CANT LOAD'. CR;t.TERIA* *: · ... ~ .. ,. . .,.._ ··------' .. -------.. -:.---' .. ,.., -' L ·TeX·.·. :to.ADS: R TCX LOADS: UNIFORM = ." UNIFORM= 0. PLF •. 0 ~ Pl;.iF~ ---------··--,-_,-. -·. ·. ' ~*BASIC DIMENSIONS'*·* .. . . . · --:.·~ -----,-.-. ·:.-.. -'_'-~-.·~-·-' LEFT · RIGHT · WK.LENGTH END PANEL·END-PANEL 23.4-583. 3-lO 3/4. 3.;..1:0 3/4 ~ .: . -. .,. -~... • J -DEPTff ·· · DEPTH: . · DEPTH · . · . LEFT. ··VAR DIM_. 2.;_ 0. ·010 RIGHT 'VAR DIM. INTERIOR ·PANELS·· 2.;. o·o/0. 3 AT-4-0 0/0 .B-DIM 5;..1,0. 3/4 LEFT CENTER. RIGHT _ 27 0/0'. 27 0/-0 . 27 0/0. (ACTtJ.~L) 25 1/4 2~ 1/4' 25 1/4 (EFF) · · TCX LEFT TCX.RIGHT ';;Tit1ss.;_MiA~YSI$;·;.' . . ·.·i, . ' . ' -,, -; . --. ;: .. _________ .,;..;_~--.;...,..,. ... iFF WEB WEB . AXI'AL ,·Lo> PP IiOAD-,LBS .DE]?~ij .MEM S:tiQPE .IN WEB · 1 · -· o 25 ·281 2 565 + ...r.37509 ~ 5. .. 2 -. :o 2'5:2a1 : v1 ·:--·:·ooo·.-. :~ '· _ · .• o 3 1230&~0 25~281· l 1.053--·25439.7 1 __ .4 • __ .o 0 _· .. 25.281·-··_4-.· ,;..1.053·_ + · 8479~·9 .. : ·5 25 •. 28·1 -. v2_:· .-000 ~ o · 6. 12300 .• 0 2-5.281-. 5. ·-1 .• 053 .·. -8479.9 . 7 ..• ,o: ·. 2-5. 28-1,: -, 6 -... 1 .• :053 ---+-8479. 9 8' ..• O 25.2.81 · . V3 .·000 ,.., 12300-.0· 9 .12300·.0· 25.2,81 6R 1.053· + 8479.9 ·10· .O 25.281· 5R --.1.0·53 -. 8479.9· 11 .• o 25.28.1 V4 .ooo -.o · 12 • 0 -• ·o O O 4 R 1 .• 0 5·3 + . · 8 4 79 • 9 13 .. ·.o .000 3R -1.053 2'5439.7 14 .0 .000 .V5 .000 .O ·:-- 15 .O -.ooo 2R .565 + :p,509.5 -. ·:· -.--'. ·-. ~ • . • 'h ,' .. ,<'" o-1 0/0 o-J,. 0/0 AXIAL LD TOP CHORD 32658.3 32658.3 .o 56011.7 -560.11. 7 - . . • 0 _ .67688. 4 · 6768'8. 4 .o 5.6011. 6 56'011. 6 . . . • 0 32658.2 3'2658.3 . .o --• . ,_ -j '• ~ ' •• AXIAL LD BOT CH.ORD · .o ' ~ 0 50173. 3 .o • 0 . 61850.0 ~o . -•. o 61850.0 .·o •. 0 . 50173. 3, . .• 0 .o • 0 . ' .',; ~ .f:',.,'. ' .. --, .... - ' -. ~ .. :, /.'... -·-' -' ' ~ ~ -._ .. , .. '_, ..... . . . , .. : ,.-;: -:-·'· . ':. -., ',,. •' . __ ... _ . .. , . ... .. --. ' ----~ -.. . .. --~ - • PURITAN -BENNETT May 21, .. 1990 . 94-9-432 LIST 30 G30 ---------------**CHORD DESIGN** STEEL--FY = 50000. PSI ----------------AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 7131.7 .2377 .o LEND PANEL MP. 7131.7 .3265 .o L VAR PANEL PP 7131. 7 .2377 .o -.L VAR PANEL-MP 7131.7-• 2688-.o ---~ ·-.. -INT PANEL PP . 14781.3. .4927 .• 0 INT PANEL MP 14781.3 .5690 .o R VAR PANEL MP 7131.7 .2688 .o R VAR PANEL PP 7131.7 .2377 .o REND PANEL MP 7131.7 .3265 .o REND PANEL PP 7131.7 .2377 .o SEC DESCRIPTION . AXIAL LOAD K KL/R 38.9 97. 7 -TC 54 . L3.-1/2X3-1/2X. 344 -67688. 1. 00 B.C . 3·9 ·· L2-1/2X2-1!2X.2·50 · · 61850. ·1.00 SEC :DESCRIPTION -. ----::·.AXIAL STRESS . CBRMP BC 39 L2-1/2X2-1/2X. 250 28500. . • 9500 • BENDING BENDING STRESS RATIO .o .0000 .o .0000 .o .0000 .• 0 .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 I FLRS 1006.3DEV 6 • 0REQ _ 0 -477.6REQ TL COMBINED RATIO .2377 .3265 .2377 .2688 .4927 .5690 .2688 .2377 .3265 .2377 LENGTH 23-11 1/2 23-1 1,2 L/360 LIVE LOAD DEV= 2912.2 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 2073.1 PLF. 4368.3 PLF ·-·--------------**TCX DESIGN** --------------BENDING DEFLC BEARING SEC MOMENT REQ s DEV S REQ I DEV I IN. LENGTH DEPTH L 54 TC o. .000 2.131 .000 5.323 .008 o-1 0/0 6.00 63 BR o-6 ozo R 54 TC o. .000 2.131 .000 5.323 .008 o-1 0/.0 6.00 63 BR o-6 0/0 ------------------------**END "PANEL DESIGN** --------------------AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 32658.3 1.00 65.0 0 V 3-10 3/.4 EP VP 6 0/.0 RIGHT··· 32658. 3 . 1.00 65.0 o· ·V 3-10 3!4 EP VP 6 010 **ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% ------------------------------------TENSION -AXIAL AXIAL >'I. AXIAL. SEC FORCE STRESS RATIO TC 54 83000. 18124.9 .4543 LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL FORCE 115658.3 115658.3 115658.3 115658.3 150688.3 150688.3 115658.2 115658.2 115658.3 115658.3 AXIAL STRESS 25256.6 25256.6 25256.6 25256.6 32906.2 32906.2 25256.6 25256.6 25256.6 252·56. 6 -COMPRESSION -AXIAL BENDING RATIO STRESS . .6330 .o .8694 .o .6330 .o .7158 .o .8247 .o .9524 .o .7158 .o .6330 .o .8694 .o .6330 .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .6330 .8694 .6330 .7158 .8247 .9524 .7158 .6330 .8694 .6330 PURITAN.-. BENNETT . 94-9.-432 .. LIST . 3.0 G30 '-----~---~"'!----- • • ••• • •• ·. . -. -~ ':'. .: ' ,, ••• ~~~~~~~~-~!~~~~ . STEEL ;F'Y = 50000. PSI~ MI-iNZEiiA8¥¥~~ : 1i:§~: g l::~~: E.EQ .DEV REQ FILLET AVBL WEB NO DESCRIPTION Q · ·K . KL/R AX L_OAD AX LOAD WELD ~IZE WELD SLOT 2: 31· L ·2. X 2 X.232 2 1.00 84.1 + .37510.+ 52451. 13.5X .188 11.6+ 3.6B Vl 17 Ll.,.1/2Xl,,...1/2X.138 1 1.00 85.6 -1354.-7048. 2.ox .138, 4.2+ .o . 3 27 . .L 2 X 2 X.188 .. 2 1.00 .. 56 •. 5 .-25440.-334.11. 9.lX .188 10.0+ .OB · : 4: 17 _Ll,,,...1/2Xi:-1/2x:. l3.8· ·. ·, 2. _1 •. 00· ·: 75. 2 ,+.-:·: 8f1·80 ;+_ 2'3697. ·. 5. ~x • ~38 10. o+ . : • OB .... -. ... V2·.,17 L1--1/.2Xl-:-l/2X-.138 .. 1 1.·00 . 85-~'6-.;_· _:13·54.-· 7048. ·2.ox .• 138 4.2+· .o 5 .2.2 L-2 X 2 X.137 1 1.00 87.9· --8480.-8619. 4.2X .• 137. 5 .• 7+ .O 6 17 Ll-1/2Xl-1/2X.138 2 1.00 75~2 + 8480.+ 23697. 5.8X ~13:8 10.0+ .OB V3· 27 L 2 X 2 X.1&8 1 1.00 64.2 -12300.--15757. 4.4X .188 4.9+ .O 6R 17 Ll-1/2Xl-1/2X.138 2 1 .• 00 75.2_ + 84-80.+ 23697. 5.8X .13,8 10.0+ .OB 5R·22 L 2 X 2 X.137 1 1.00· :87.9 -8·480 .... 8.619. 4.2X .137 5.7+ .O ... · V4· .17: Li.-JJ2Xl-1/.2X.138. . 1 1. 00 . 85. 6. ~--1354. :-. 7048. 2. OX .• 138. 4. 2+ • 0 .. ·: 4.R-.. 17.Ll-li'2Xl-.1/2X.138: _:::_2· 1.0Q·:: 75 •. 2·+' 8'180-.+ 23697. 5.8X .138'"10.0+ .• OB : . 3R 27 L. 2 ·X 2 X.188 · 2 1.·00 .56.5 ·-25440.-:-.334.11. 9.lX .188 -10.0+. .OB . · _:.V5: 17 Ll-.JJ2Xl-.1/2X.13'8 · _1-1_.oo · S.5,.6:-:-,. 1354 •. -7048. 2.0x •. 138. 4.2+ .o · · 2R 31 L ~2: X:--2, X.232· ---2 1.0.Q.·:--·-84 .• 1-+ 37510·.+:52-451. 13.5X .• 188 11.6+ 3.6_B -,;,..--,~-~'!"'"'-------------~~---~ **BRIDGING REQUIREMENTS**. -~-----------------------TC. RYY = 1. 849, BC. RYY = :l.. 4·40:, .WLEN/ (TC R,YY)c = ;1..52. 270 · WORKING, LENGTH = 2 3 • 4 58 FT · . . . . · ···.·MAXIMUM SPACING FOR BC BRACES = -2'8. 79.9 ' . ' ' ,------------------~-----~~ _-· . . ,• .. :: .. • ' ' ' t ,!,~: .. .: • . ~. ..,. . .. , .. .. ., ........ . . : ,. ":"' ~-' . ·: ... ~ . -,...... -. ' .. --·--·~ ~ .... -.. -.. ~ ·~ . · .. :.-. . .; .. ·::. ~ ..... ~:: .. ·-,-,_. •\'' .... ·;·' ,··.· ,,._' . • • PURITAN. -BENNETT -May 21; 1990 94-9-432 LIST. 30 G31 27YG O 23' 9-1/211 27G 4N 12.30K ------------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-9 1/2 06-00 0/0 5.0 IN 5.0 IN .59 TL REQ .00 LL -:'--**LOAD CRIT;ERl4\.** TOTAL LOAD= O. PLF, LIVE LOAD= 0. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 55.00 KIPS. CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 ··**TCX/CANT LOAD CRITERIA** . -··-L TCX LOADS: UNIFORM= R TCX LOADS: UNIFORM = **BASIC-DIMENSIONS** O. PLF. O. PLF. LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 23.4583 3-10 3/4 3-10 3/4 LEFT VAR DIM 2-0 0/0 VAR DIM INTERIOR PANELS 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 3-10 3/4 3-10 3/4 5-10 3/4 5-10 3/4 .DEPTH DEPTH -DEPTH "LEFT CENTER RIGHT TCX LEFT TCX RIGHT 27 0/0 27 0/0 27 0/0 fACTUAL) o-1 0/0 o-1 0/0 25 1/4 25 1/4 25 1/4 EFF) . -~------------------**TRUSS ANALYSIS** -------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 .o 25.302 2 -.565 + 37486.3 32631.6 .o 2 .o 25.302 Vl • 000 -• 0 . 32631. 6 .o 3 12300.0 25.302 3 1.054 25429.9 .o 50132.3 4 .o 25.302 4 -1.054 :+ 8476.6 55965.9 .o 5 • 0 . 25.302 V2 .ooo -· 0 55965.9 .o 6 12300.0 25.302 5 1.054 8476.6 .o 61799.4 7 .• 0 25.302 6 -1.054 +_ 8476.6 67633.0 .o 8 • o 25.302 . V3 .ooo 12300.0 67633.0 .o 9 12300.0 25.302 6R 1.054 + 8476.6 .o 61799.4 10 .o 25.302 SR -1.054 8476.6 55965.9 .o 11 .o 25.302 V4 .ooo .o 55965.9 .o 12 .o .000 4R 1.054 + 8476.6 .o 50132.3 13 .o .000 3R -1.054 25429.9 32631.5 .o 14 .o .000 V5 .ooo .o 32631.6 .o 15 .o .000 2R .565 + 37486.3 .o .o l -~ -.. t ·' -·'···· ·-. . ' , -' . ·_ ... PURITAN··-BENNET.T .. _ ..... . . 94.;..9 ... 432 LIST. 3,0 ·. · .. May 21~. t9.90 .. · G31 . . . **-CHO;RD DESJGN-** STEEL FY = 50000. PSI -~----~---AXIAL AXIAL . MOMENT STRESS . RATIO · UNI LOAD 'L END PANEL ·pp 8468. 6 · .-282·3 · • 0. L END PANEL. MP 8468. 6 -. 4004 • 0 . L VAR PANEL PP 8468 .•6 • 2823 · • O ·: :· L VAR .PANEL· MP-~·:, .. -~·. 8·4·68. 6:--·· ·:: ..• 3-3'28-...... , : . :··. · · :·:.:_o 0 ·. _ .. _ . -· IN!:r· .PANEL ... l?P-: :· 17552-~ 1 . -. : • 5851 INT PANEL MP 17552 .1 • 7'054 • 0 R VAR PANEL MP 846;8.6 .3328 .O R VAR PANEL PP 8:468 .• 6 • 2823 • 0 R END PANEL MP 8468. 6 .4004 .·O R END PA:NE,L PP :8468. 6 ..• 2823 __ • O . ::·: · :SEC i°bESCRIPTION .-.· ·· ·. 'AXIAL LOAD .. K ·,·_ .. KL/R .. TC 51 L'3-1/2X3·-1/2X. 287 ._ · · .... 67633. 1. 00 .. ·. ·.39 .• 2 . ·BC ·3:9 · .L2-li'2X2.-1(2X,;250. · ... _-_, 61.7-99 .•. _l.00.: ·97.7· sEc .. DE.SCRI'.J?TION-.· . . . _AXIAL STRESS · · ciiRMP . BENDING STRESS .o .o .o .o .o .o .o .o .o .o I BENDING RATI'O .0000 .0000 .• 0000 .0000 • 0000·· .0000 .0000 .0000· .0000 .0000 COMBINED RATIO . • 2823 .4004 .2823 .3328 • 585'1 .7054 .3328 .2823 .4004 • 2.823 FLRS ' . LENGTH 946. 6DEV .OREQ 477.6REQ 6 · . 23'-ll 1/2 o· . · -23.-1 1 12 TL . BC. 39 . L2-1/2X2·-I/2X. 250 28477. • 9492 .. Lf 360 LIVE tOAD DEV = 273~ .• 5 PLF,, L/24.0 LIVE .· · TOTAL LOAD ;Ei'OR DE}f;L = 2073. ;L PLF. LOAD DEV= 4109.3 PLF . . . ---------------**'rCX' ·PESIGN.*'*: ·. -. ... :· --------------'· ··. BENDING MOMENT o. DEFLC IN. .008 BEARING DEPTH 6.00 SEC L 51 TC REQ $· • o·oo DEV S REQ I b.EV I 1 ~ 7 2 2· • 0 0 0 4 • 5 4 5 63 BR ! . . . R 5'1 TC O • . . .. 63 .... BR..:::.:·:· ·--.: ~ .. • 00.Q ,_:I,;~7.22: . .' _ .ooo .. L.l:_.!;>4!? 1 •• '**END ;I?ANEL DES.:tGN-**·. --.. . ' ' . . . .. . " :. . . ' . ---------------------' . ~ - .008 LENG.TH o-1 0/0 ·0-6 ozo o-1. ozo o~ 6 o,o 6.00 AXIAL LOAD K KL/R ~LR WEB TO END BASEL NGM NGM B. DEPTH 6·010 · LEFT 32631.6 1.00 64.7 0 V. RIGH~ · 32,6~1. 6 ·. ·I. 0,Q' :~'": 6_4 ~ T _-· 0 , . · V 3~10 3/4 EP VP ··. _ 3-1~--31-'.1 EP VP _ 6 _: __ o, o . -~-----~------~---~---------~------·. ·. **ADDITIO~AL TC AXIAJ;.i _ LOAD. DESIGN** . -TENSION -AXIAL :4:i .AXIAL SEC FORCE . STR~SS me 5i .5500-0~ . 14273~6 · t-END .PAN·EL '.PP···: L-END PANEL MP· L VAR PANEL PP L VAR. PANEL MP· INT PAl-ifEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PI> REND PANEL MP REND PANE;LPP •• -1· ,~ -• A-XIAL FORCE· -8763'.1 .• '6--. 87631.6' 87631.6 87631.6 1226,33'. 0 122633.0 8763:1. 5 87631.5 '87631.6 _8763.l. 6. '. ' ~. . ' ' ~ . ~:. '' "• (-· AXIAL RATIO .3577· AXIAL . STRESS·· 22742.2-· 22742. 2 2·2742. 2 22742.2 31825.8 3182·5. 8 2274'2.2 22742 .·2 · 22742.2- 22742. 2. ALLOWABLE STRESS INCREASED 33% .COM;PRESSION AXIAL . · BENDING . RATIO .STRESS .5700 , .• o .8·085 .• o .5700 .o • 672-0 • 0 .7976 .o .9617 .o .6720 .o ,.5700 . .o • 808.5 ·. • 0 .• ,570.0 • 0 . . .~· ... ~ . K , ••• -. }lh ' BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 ~,,. . . --', • • -T• . .. :"::>_ · .. -:.~-(:::,_\·,.::-:::..-'·.·<> _ _,·::··:_ ·>/: :~:::-,:,:-_ . COMBINED- RATIO • 57·00 · .8085 .5700 .6720 .7976 .9617 .6720 .5700 .8085 .5700 ••• • PURITAN -BENNETT . -... May . .21., 1990 94--9--432 LIST 30 G31 --------------**WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 4612.5 LBS. --------------END REACTION= 18450.0 LBS. DESCRIPTION REQ DEV REQ FILLET AVBL WEB NO Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 31 L 2 X 2 X.232 2 1.00 84.1 + 37486.+ 52451. 13.5X .188 11. 6+ 3.6B Vl 17 Ll-1/2Xl-1/2X.138 1 1.00 85.6 -1353.-7042. 2.0X .138 4.2+ .o 3 27 L 2 X 2 X.188 2 1.00 56.5 -25430.-33405. 9.lX .188 10.0+ .OB -4 25 L 2 X 2 X.163 .. 1 1.00 88.3 + 8477.+ 18763. -3.9X .163 5.7+ .o V2 17 Ll-1/2Xl-1/2X.138 1 1.00 85.6 -.-1353.-7042. -2.0X .138 4.2+ .o 5 22 L 2 X 2 X.137 1 1.00 87.9 -8477.-8616. 4.2X .137 5.7+ .o 6 25 L 2 X 2 X.163 1 1.00 88.3 + 8477.+ 18763. 3.9X .163 5.7+ .o V3 27 L 2 X 2 X.188 1 1.00 64.3 -12300.-15750. 4.4X .188 4.9+ .o 6R 25 L 2 X 2 X.163 1 1.00 88.3 + 8477.+ 18763. 3.9X .163 5.7+ .o 5R 22 L 2 X 2 X.137 1 1.00 87.9 -8477.-8616. 4.2X .137 5.7+ -. 0 V4 17 Ll-1/2Xl-1/2X.138 1 1.00 85.6 -1353.-7042. 2.0X .138 4.2+ -. 0 4R 25 L-2 X 2 X.163 1 1.00 88.3 + 8477.+ 18763. 3.9X .163 5.7+ .o 3R 27 L 2 X 2 X.188 2 1.00. 56.5 -25430.-33405. 9.lX .188 10.0+ .OB V5 17 Ll~l/2Xl-1/2X.138 1 1.00 85.6 --1353.-7042. 2.0X .138 4.2+ .o 2R 31 L 2 X 2 X.232 2 1.00 84.1 + 37486.+ 52451. 13.5X .188 11.6+ 3.6B -------------------------**BRIDGING REQUIREMENTS** -------------------------TC RYY = 1.837, BC RYY = 1.440, WLEN/(TC RYY) = 153.270 WORKING LENGTH= 23.458 FT MAXIMUM SPACING FOR BC BRACES·= 28.799 •• •••• .. ', ' .: < •• ,.'--.. . , .... --,-PURITAN BENNETT.. . .. _}f~y: 2.1, .. 1990 · ·_ ·. 94-9-· -432. ·tIST -· 3.0·,· : .. G32 -· · ·2TYG. · 0 . 23' ~-1ii11 · . .27.G 4N 12. 30-K ---~------+--~--------------------------~-----~------------~------------------*·*JOIST (;IRDER DESIGN REQUIRE~ENTS*~ SJI. S-PECS VULCRAFT ENG DEPT** -~;;;;·-;;-~;~~;;-.---_;i~~~i~--~-tjijriiNo-R~ijj~jNn _________ icjg~i;~iFi-tgi~j--- · 21. o o· -~3: 9_ 1/2 -· ·o6~·.-00 .0/0. 5.0 IN. 5.0 IN ~63 TL REQ .00 LL . . . ·---·----" -,---> r .- :·· .. -**LO~D--CRI'J)E;:RIA**·. . . . . ., . ~---... _. .. :~ '..··,_--.. ,. .·.-,· .. ' --"'.""'-------~--~.:..~-:--' ' . ,) ,t ,, ' TOTAL ~OAD == 0 ~ PLF, -LIVE . LOAD == . ·o •. PLF. TOTL LOAD DEFLECTION SP;ECIFI;ED As· L/240 ADDITIONA~ TC AXIAL. LOAD = 2'8. 00 KIP$. 'CONCEN.TRATE;D·-~2. 30'0 KIP-($); TO'rAL,'. AT PP·. 3 _ .. 'fr• .·,g; . :"·_.· __ ::·-~ : !!!s~Z-~f~~=,~~~~=~~~~~~~~~~: · -·_ -. -:, -:,:: .-: · : -·, ---< ~ .. -\::,:. ·;: .: -.. < : ;. .. o L. TCX· .... iOADS: · . UNIFORM :;:: :R TCX LOA,DS _: UNIFORM === ---~--~~~----------~ **BA·sr:c DIMENSIONS-** o;. PLF: · O. PL:F-. . RIGHT -;;~,~;~~;~~.-;~~iif~;L ENtii~~EL . ·23.4~~3· . 3-10 3/4 ~-:-J,O 3/4 . LEFT ·VAR.DIM 2-0 0/0 . VAR ·DIM INTERIOR PANELS ?_; 0 0/0 3 AT 4-0 0/0 . . -LEFT_ T.C RIGHT TC . . END PANEL END PANEL A-DIM B-DIM __ ···--_. ·;·::. -·.-:···:·---.. : ·: ·3-.10··3-r4. -~,--10· 3/4 _ -··5~10·'.3/{'~' !:;i.:..-1O '3/4 .. . .... ~~ : • • . , • -• -~ ! • . .• • . • ...... •• ... • -• ' -~~ • .. :, < : • ' •• J • • •: _ _;.,. • ' • -l · -·:-···· DEPTH · · DEPTif-· ... DEPTH . -. . _ .. .. . ... ; ·. LEFT:: · ·· CENT.ER RIGHT · . -' ; . 27 0/0 27_ 0/.0 27 Q/0 (ACTUAL) 1 . 2 5 3-/ 8 2.5. 3 t 8 2 5 3 t 8 ( EFF) . TCX LEFT o-1 0/0 T-CX RIGHT· 0.-:J. 0/0 !----~--*--*_T-.R--·u-:--s· -S:-AN---:_A"'."L-_Y_S..,I--S~--*·-*' ::: ... .:---' --~~---~-~-~ ...... --· ... ____ -... .. ..... , ... ~ ; .-: ....... , , .. -·- I • -• -: ----------""."""."--"":'-:--EF-F PP LOAD-LBS · -DEPTH .1 --,,·K· . .'.Q 25: 429 2. · .• 0 -25. 429 . ., 3 . · 12_3,00 .•.. 0 25. 429 4 . -•. 0., .. ,. 25 .• 4.29 5. . . . . • 0-2 5 • 42 9 .. . 6 _ . 12 3°0 0 • 0 . 2.5 • 4-2:9 .... 7 . .-0 25. 429 1 • .. ,, 8 • Q 2 5 • ,4·2 9, 9 12300.0 25 .• 429 10 • 0 2-5. 429. 11 .o 25.429 . 12 -.0 .ooo 13 .o .000 14 .• o · .000 -15 .• o .boo ---. -•, .... --.~--~~ .. , -...... '·---~-.. ' ... WE'B ,_ wEB-· AXIAL-. Lo MEM SLOPE IN WEB ·2 -• 568 ... + '3 7344. Q:-i, V1 · .000 --.o:- 3 L, 060 --. 2536·9 .·6 ... AXIAL LD .TOP . CHORD 324.68. 0 324'68. 0 4 --·1.060 ·+ 8'45:6.5--· . • 0 :5568·5. 4 . 5.5685. 4 V2 • Oo:o . ·-• 0 5· 1 • 0 6 0 '. ".'"' . 8 4.5·6 • 5 ... 6 ... , -1. 0'60:· ' + . · ·84:56. 5:. - V3 . ~ ooo . 12·300. o 6R . i. 0'60 . + -'845·6.5 5R -1. 060. ~ ·8456 •. 5 V4 .-OOd _ .O 4R 1.060 + ~456.5 3R -1. '060 253'6'9. 6· V5 · -.·o.oo· · -_ • o 2R .-568 + · 3734·4.0 '' .,.._ ' .. ' .• 0 67294.1 67294 .1 . .o 5-5685. 4 55685.4 . • 0 32468.0 32468. 0 .o .... '•'•. ' , • • •'• • ..,, ... _. 1, •, '•, V • -··.•,.-,. • • • .,:, . ~ .;; . . . . ,·-... · .' · .... ' -,.,: ·~f ', ~,; ~ ,. ' ' .. AXIAL LD BOT. CHORD .o -.·o 49881.Q .o .• o· 61489 .• 7 .• 0 . .o 61489. 7-• o .o 49881.0 .0 •. o .o PURITAN -BENNETT. 94-9-432. LIST 30 G32 • May. 21, 1990 . **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL STRESS LEND PANEL PP 10101.8 LEND PANEL MP 10101.8 L VAR PANEL PP 10101.8 L VAR PANEL MP 10101.8 INT PANEL PP .20937.3. INT PANEL MP 20937.3 R VAR PANEL MP 10101.8 R VAR PANEL PP 10101.8 REND PANEL MP 10101.8 REND PANEL PP 10101.8 AXIAL RATIO .3367 .5090 .3367 .3924 .6979 .8285 .3924 .3367 .5090 .3367 MOMENT UNI LOAD .o .o .o .o .o .o .o .o .o .o •• BENDING STRESS .o .o .o .o .o .o .o .o .o .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .3367 .5090 .3367 .3924 .6979 .8285 .3924 .3367 .5090 .3367 SEC DESCRIPTION TC 46 L 3 X 3 X.281 BC 39 L2-1/2X2-1/2X.250 AXIAL LOAD K KL/R 67294. 1.00 43.9 61490. 1.00 97.7 I FLRS 887.3DEV 6 .OREQ 0 477.6REQ TL LENGTH 23-11 1/2 23-1 1"/2 SEC DESCRIPTION -AXIAL STRESS CBRMP BC 39 L2-1/2X2-1/2X. 250 28334. . • 9445 L/360 LIVE LOAD DEV= 2568.0 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 2073.1 PLF. 3852.0 PLF --------------**TCX DESIGN** --------------BENDING SEC MOMENT L 46 TC o. 42 BR R 46 TC o. 42 BR **END PANEL DESIGN** AXIAL LOAD LEFT 32468.0 RIGHT ·· 32468. O K 1.00 1.00 REQ S DEV S REQ I DEV I .000 1.284 .000 2.756 .000 1.284 • 000 . 2.756 KL/R FLR WEB TO END BASEL 75.8 O V 3-10 3/4 75.8 0 V · 3-10 ·3"/4 DEFLC IN. .008 .008 NGM NGM EP VP EP VP BEARING LENGTH DEPTH 0-1 0/0 o-6 ozo o-1 ozo o-6 o,o B. DEPTH 6 0/0 6 o,o 6.00 6.00 **ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% -TENSION -AXIAL AXIAL AXIAL SEC FORCE STRESS RATIO. TC 46 28000. 8711.7 .2183 -COMPR~SSION -AXIAL AXIAL AXIAL BENDING BENDING COMBINED FORCE STRESS RATIO STRESS RATIO RATIO LEND PANEL PP 60468.0. 18813.5 .4715 .o .0000 .4715 LEND PANEL MP 60468.0 18813.5 .7127 .o .0000 .7127 L VAR PANEL PP 6046"8. 0 18813.5. .4715 .o .0000 .4715 L VAR PANEL MP 60468.0 18813.5 .5495 .o .0000 .5495 INT PANEL PP 95294.1 29649.0 .7431 .o .0000 .7431 INT PANEL MP 95294.1 29649.0 .8821 .o .0000 .8821 R VAR PANEL MP 60468.0 18813.5 .5495 .o .0000 .5495 R VAR PANEL PP 60468.0 18813.5 .4715 .o .0000 .4715 REND PANEL MP 60468.0 18813.5 .7127 .o .0000 .7127 REND PANEL PP 60468.0 18813.5 .4715 .o .0000 .4715 '' . ''. ~ < .. :.·--···, . . ~. ' ' _·· . -' ' < .-•• -· • < ; PUl~ITAN -~. BENNET,T . . . 1 -~~, >\ ._ • , __ -" --94-9-:-432 .LIST -30 · ct32 . . . May 21, .. i99·0 --------~~-----**WEB DE$IGN** STEE~ FY = 5000.0·. PSI. MIN VERT SHEAR = --------------. END REACTION = .. .RE'Q --DEV WEB NO DESCRIPTION Q K . KL/R 1\X LOAD AX LOAD 2 31 L 2 X 2 X.232. · 2·1.00· 84.2 + 37344.+ 52451. Vl 17 I:il-1/2Xl-1/2X.13;8 1 1. 00 8.6. ;I. ·-1346. -7-007-. 3 27 L 2 X 2 . X •. 18'8 2 -1. 00 56 .-·6 -.25370. -3<3369 .• . ···_4 .-,22·L· .. 2·.:.x:.:2·-.. x.13r·: .. 1 :1.00·,.a-8 •. 1.+··,8457.+ ·1s877. -:· ---... v2:--1:1: Ll.--l/2x1.;.J.]2x~· 113:a: __ . · · r:1 .. 00· -. --8-6 ~ 1 · .... · -:134··6. -.-·10.01. 5 2·2 L 2 X 2 X..137 1 1 .• 00 88 .1 -8457. -8595. 6 .22 L 2 X 2 X.137 -1 1~00 88-.1 + 8457.+ .15877. V3 27 L 2 X 2 X.1&8' 1 L.-00 64.6-~ 12300.-15709. 6R 22 L 2 X 2 X~137 11~00 88.1 + 8457r+ 15£77. 5E 22 L 2 .X 2 X.13-7 1 1. 00 :88 .1 -· 8457. -8595. .... V4 17 Ll-1/2Xl-1/.2X.138 ·-.1 1. 00. .. 8.6 .1 -... 1346. -. 7007. .4·R .. _22.·:L 2 x 2 ·_x.137:' --,_·1 1~00.· :8·a:.1 + · 8457.+ 1587-7 •. .. 3R.27 L ... 2 X 2 · X.1'8:8 .... 2 1.00 .-.5:(5-.6 --·,.25370.-, 33369. · ... _··_V5 ·17 ·L1.--.l/2Xl-,1/2'X •. 13'8· _· ·l.1.:00,,: .. :_86,.l---· 1-346.-· -7007. . -2R 31 ~ 2 · X 2' -X.2,3-~ _ :--2 ·1.·00 .. 84.•? +. ;37344.+ 52451_. -~-----------~---~~-.-----. **BRIDGING REQUIREMENTS** ic-iiii-_::---;::640~~Bc.,..iii,...: _ i... 440:, w1-i~N1 circ RYY) = 111. 638 WORKING LENGTH = 23._. 4!:i8 FT _ . · .. - . -MAXJ;MUM SPACING 'FOR BC :BRACES;,.;::: . 2-R.799 ._··,. : -----..:.------~·~----~---..:.---- < , •• • •-, • ~· :~. " -• ~l '• ~ . ... . : . '' , ..... ' ,' ,. . . ' '... ..: ,. . --~ : . ',";.. _, ,_ · .. ·:: ·-·.;:; .... :... ·.., . ' i.-,.1 •••• -~ -' • ~ -•• ~ • : ·~ • -, -• \· ::-.:..... . . .. . . / '\ '.· -:.._ . . ' _..,. --. : .. · ,·-;.:· .~ .... : .. -: ,. . .. ·. ·:.· 'f,· -•. . . . ... ' . .. -' ..... : '. ... :.~ ~ ·.· .· . . :... , ...... -·. ,,;. : . . . . ' ".' . -~. / . . -. ' .. ··-........ -' ' ... .. ' ' ·-..... : :-.-~ . "" •. :-• ·.:.. '• :·~: . •.:~, -·_ ::·:... ....-i~. ' . ·-.'"':'-,·~ ... : . :. . ..; ... ·, . . ' ..._ .. :..,_·-.·.t!-., ..-, ·-.~ ., .... ,. ~-·· ............. --.. • • 4612 .• 5 LBS. 18450.0 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 13.4X .188 11~6+ 3.6B 2.ox .138 4~2+ .o 9.lX .188 10.0+ .OB 4. 2X .• 13 7-5-. 6+ : --• 0 2.ox·~138· 4~2+ :o. 4.2X .137 5.6+ .O 4.2X .137 5.6+ .O 4.4X .188 4.9+ .O 4.2X .137 5.6+ .O 4. 2X • 137 5 •. 6+ • 0 2.ox .• 138-.. 4 •. 2+, .• o 4.ZX·.137 5.6+ .0 9.lX .18B 10.0+ · ~OB 2. ox. • 138 · -4. ,2+ · • 0 13.4X .LBS 11.~+ 3.6B 1 ,1 -· ;; • -..... •.: : . '_· ··:· .. ,.-: .. ·:' , .. :· -:,_ ~-: .. .. ,.. .... , .. ~_ ... .. -::!:.'!'.'"'~ · ___ ~:. :~-.. _:i~ •\'.o1._'";'. : .. : -. \, .. _. -_ ... ·,··, ·-· PURITAN -BENNETT 94-9-.432 LIST 30. G34 27YG 0 • •• May 21, 1990 23' 3" · 27G 4N 20.00K --------------~----------.----------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .61 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 72.00 KIPS. ·coNCENTRATED 20. o"oo· KIP(S}: TOTAL AT pp 3. 6 9 --------------------**BASIC DIMENSIONS** · ~ · ,, ..... --------------------LEFT · -· • -~ RIGHT -RIGHT WK LENGTH END PANEL END PANEL 22.9167 3-7 1/2 3-7 1/2 LEFT VAR DIM 2-0 0/0 VAR DIM INTERIOR PANELS 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 3-7 1/2 3-7 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 27 0/0 27 0/0 27 0/0 fACTUAL) 25 0/0 25 0/0 25 0/0 EFF} _ ------------------· **TRUSS· ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 .o 24.996 2 -.602 + 58144.2 49807.1 .o 2 ..• 0 24.996 Vl .ooo .o 49807.1 .o 3 20000.0 .. 24.996 3· -1. 042 41589.4 .· o .78611.1 4 .o .. 24.996 4 -1.042 ·+ 13863.1 88212.5 .o 5 .o 24.996 V2 .ooo .o 88212.5 .o 6 20000.0 24.996 5 1.042 13863.1 .o 97813.9 7 .o 24.996 . 6 -1.042 + 13863.1 107415.2 d .o 8 .o 24.996 V3 .ooo 20000.0 107415.2 .o 9 20000.0 24.996 6R 1.042 + 13863.1 .o 97813.8 10 .o 24.996 5R -1.042 13863.1 88212.5 .o 11 .o 24.996 V4 .ooo .o 88212.5 .o 12 • 0 . .000 4R 1.042 + 13863.1 .o 78611.1 13 .o .000 3R .-1. 042 14 .o .000 · v5 .ooo 41589.4 49807.0 .o .o 49807.1 .o 15 .o .000 2R .602 + 58144.2 .o .o I ,. • ,. ,, . '· .,· ·'· •• ,.PURITAN. -BENNETT · -. . · .· .94.;.9-43·2· --LIST·:,:30 .-· . _-,_ G34.. . . .. . ·., . ~ay 2.1,.,. ;L9.9Q. . ------------**CHORD D~_SJ;<;;N~* EiTEEL .FY =. 50000. PSI -~----~---AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD · STRESS .RATIO RATIO L END PANEL. PP 8T09. 4 • 2·90·3 . · • 0 · . • 0 • 0000 .• 2903 L END PANEL MP 8709 ! 4 • 3640 • 0 • 0 • 0.000 • 3640 ·. L VAR PANEL PP·-8709. 4 ·• 2903 • 0 • 0 · • 0000 • 2903 .. ,';L-·VA:R EANELMP·i: ... '8709.4·,· · ·.3215·.,~,·-,·; .• o.. .O .• 0000·._ .:: .·.3215 -'::. : .. ;,]~~ ~~lt°"fu~ ., ·:liJ"~l:·g· ... --: : ~8~~ · 1 ,•, .. ::'.g·~_--, : 8 ·: g,gg.g. :. . : ~g~t R VAR PANEL. MP 8709. 4 • 3215 • 0 • 0 • 0000 • 3.215 R VAR PANEL. PP .870-9.4 .2903 .0 .O .0000 .• 2903 R END PANEL MP 8709. 4. • 3·640 • 0 · • 0 • 0000 • 3·640 REND PANEL PP 8709.4 .2903 .0 .O .OO:OO .2903 .• . :·· SEC DESCRIPTION",' ', ' -AXIAL LOAD K ; ... KL/R . . : I . . FLFS: LENGTH .. . TC '59. L 4-. _X 4 . X.375: ... :.· .. 107415. 1.00 .. 3:5.1 1382.7DEV 6 2·3-3 0/.0 ·.·. Be:.~ AB' .•. L 3·. x 3. ·<X,_313: .. ·-·.:-_ 97814. 1. 00 · 8.1.,s-.. . . • OREQ · o. -· 23-· 2 o:;o · 7 32 • OREQ TL : . . · :·.SEC. DESCRI.PT:tbN > · · ... ---AXIAL STRESS ... CBRM-P :_ :ac· 4·8 L'i-36·5 L£VE-3Lofo3 5iv = -42~~7i2 PLF, 1 i~~-~6-LIVE LOAD DEV= 643~.1 PLF Tb.TAL LOAD FOR DE;FL == 3408 .-4 PI,.F. ' -~!":"--------------------· . ,. -.. 4-~ • **·END-PANEI,i .DESIGN**.··· .. ----· ,. ·~--. -,, ------,• ' . ··AXIAL·LOAD. K · · KL/R 'FLR, ~¥!~T t§~g~: i i:.: gg ~~: 4 g . --~------~---~---~---~--~---------- WEB V V TO END BASEL NGM ·NGM ·B. DEPTH 3-7 1/.2 · EP VP 6 0/0 3·-. 7 112 EP VP 6 OfO· . t*ADDITIONAL TC AXIAL DO.AD. DESIGN,*:* . --' ' -._ . -_. . ' . -,. . .-: ~ ~LLOWA~L~_STRE~S INCREASED 33~ -~---------~-~-'!"---!'-~~---!-------~-------... , .·., · ·· ···· -, · .. · -· TENS:I,ON -·-· : ·· · ·· AXIAL·,-··· AXIAL . -· -AXIAL .. 'SEC FORCE.--.-. · STRESS: . : · _. · -· :RAT.IO · . ·· ·. TC 59 72000. 12590 /2 . . · • 3:155 . . .. --· ·-.: .. ·." . --COMPRES-SION ..,. · ·-· -· · · .. ·· :-· ·· -AXIAL · · "AXIAL ·AXIAL-·. -BENDING COMBINED. BENDING :. , .... _ .. .. . .. .. . ··FORCE·. ,-STRESS -. -· ·MTio··~=· , .. STRESS L E·ND: PANEL. PP-· 121-80-7.1 .. 21299.o.· -· _: ..• 53.38 . -.O .. RATIO· · · RATIO • 533.8 .6694 L END PANEL-MP 121807 .1 -212.99. 6 • 6694 · • 0 . -L VAR PANEL PP 121807. 1. -2129.9.6 .5.338 .·O L. ¥~~ ~~if ~i-lf§~·~l:.'l-· ·--~f~~I:~: :~~~½ -· ·.:8 INT PANE:t MP' '179415 .• 2. 3.13'73.2 .8901 .O R VAR PANEL MP -121807_. 0 · -2·1299. 6 .. . .. • 5;911 ·. • 0 R VAR PANEL PP · 121807. O .·. 21299. 6 . ..5338 • O ~ 5·338 .5911' • 7·863 , . R END· PANEL MP 1218.07 .1 .... 212.99. 6 • 6'694 • 0. • 0000. .0000 .0000 .0000 .0000- .0000 .0000 .0000 .0000 .0000 • 8'901 .·5911 .5338 .6694 .5338 1 • R-.END .. PANEL PP 1i1801.1 ... 2·129.9~6:. · . .-.• 5·33~ ~-o ., I -, ____ ... ________ _ **WE:B DES-IGN** · STEEL FY ·= .500'00.. PSI. .MIN VERT SHE.AR = 7500. 0 LBS-. ---'""!"'·~----------- WEB NO DESCRIPTION . . . -~~8 REAC5i~N = R~g O i~L£E~B.%_ VBL- Q -K. _ K_L/R )\.X LOAD AX LOAD WELD S'IZE WELD SLOT 2 46 ·v1 17 3 39 4 2·9 .. V.2 17 5 29 6 29 V3 20 6R 29 .. .2 1.00 · 52.3. + 58,144.+ 96422. 17.9X .21'8 13.2+ 7 •. 2B .. 1 1.00: 8-4.6 ·..,. · 2148.-1121. 2.ox .1~8 4.2+ .o 2 L 00 45. 0 -415$;9 .• -_59626. 14. 9X .188-12 .• 2+ 7. lB 1 1 • O O 8 8 • 3 + 13'8 6 3 • + 2 419 9. • 5 • OX • 18 8 . 5 • 7 + • 0 . 1·1.00-84.6 --2148w-7127. 2.ox .1~8 4.2+ ·.o 1 1.00 88.3 -13863.-.13961. 5.0X .18,8 5.7+ .O L 3 -X 3. X.281 Ll..,1/2Xl--.1/2X. 138 L2-1t 2X2-1/ 2X. 2·50 L 2 X 2 X.213' Ll--1/2Xl-1/2X~138 L 2 X 2 X.213 L 2 X 2 X.213 Ll-1/2Xl-1/2X.170 L 2· X 2 . ~C 213 . .. . 1 1.0rj 88 .• 3 +.13863.+ 24199. 5.0X .188 5.7+ .O 2 ·1.00. 54;_5 ....... 2.00.00,.~ 22747. 7.9X .170· 11~5+ .OB 1., 1. 0. O . ·8 8 • 3 + 13 8 6 3:. + 2 419 9 • 5 • 0 X • 18:8 5 • 7 + • 0 , -., • -1 t ~·-... ,._ ,• ., '• ' ~ -. . -' ~ ~ . , ~ ,~ " . . ,.. . ...... -·. -. __ t-.:. . . " ·:·,. ·, .:...._ .... · • • I ~ ''>' _. .--. '. --'. : ·. . . . ' ,-.-• -,• • • ••. --.v • .,,.,r • " • , . l' _ .... ' ,.... . • -· ' •' • . ' ., ~ -• .... ~ ~ ' -, . -. . ' .... -. ' . .:-.. , .. : r, , ,-, ~ --: ~ .,.. ' , •• -·· •• -:..-: 1 Q-\:· '. --,'..._ . ,l- . .... --~---'. -, .,.,, .. ··· .... • • PURITAN -BENNETT 94-9-432 LIST 30 G34 . May 21, 1990 **WEB DESIGN** STEEL FY-=·50000. WEB NO DESCRIPTION 5R 29 L 2 X 2 X.213 V4 17 Ll-1/2Xl-1/2X.138 4R 29 L 2 X 2 X.213 . . ::· 3R 39 C:[12-1/2X2-1/2X. 250 V5 17 Ll-1/2Xl-1/2X.138 2R 46 L 3 X 3 X.281 **BRIDGING REQUIREMENTS** ------------------------- Ql K 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1.00 PSI. MIN VERT SHEAR = END REACTION= REQ DEV KL/RAX LOAD AX LOAD 88.3 -13863.-13961. 84.6 -2148.-7127. 88.3 + 13863.+ 24199 • 45.0 -41589.-59626. 84.6 -2148.-7127. 52.3 + 58144.+ 96422. TC RYY = 2.051, BC RYY = 1.647, WLEN/(TC RYY) = 134.052 WORKING LENGTH= 22.917 FT .. MAXIMUM SPACING FOR BC BRACES = 32. 944 . 7500.0 LBS. 30000.0 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 5.0X .188 5.7+ .0 2.0X .138 4.2+ .o 5.0X .188 5.7+ .0 14.9X .188 12.2+ ·7.lB 2.ox .138 4.2+ .o 17.9X .218 13.2+ 7.2B --~-NOTE~:----BOUBLE .ANGLES REQUIRED FOR VERTICAL WEBS .AND/OR W2D • • -PURITAN-BENNETT . May 18, 1990 94-9-432 LIST· 32 , · T50 32LH 306 39' 10-1/4" ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 39-10 1/4 13.2 1.27 TL .40 LL **LOAD CRI'rEIUA**· TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **TCX/CANT LOAD CRITERIA** L TCX _LOADS: ·UNIFORM= 337. PLF. **BASIC-DIMENSIONS** -· LEFT RIGHT WK LENGTH END PANEL END PANEL 39.5208 5-3 0/0 5-3 0/0 ·LEFT TC RIGHT TC END PANEL END PANEL 3-11 0/0 3-11 0/0 DEPTH DEPTH DEPTH- LEFT VAR DIM 1-4 1/8 RIGHT VAR DIM INTERIOR PANELS 1-4 1/8 5 AT 5-4 0/0 LEFT CENTER RIGHT 32 0/0 32 0/0 32 0/0 (ACTUAL) 30 7/8 3-0 7/8 30 7/8 (EFF) TCX LEFT 1-6" 1/2 TCX RIGHT o-0 0/0 ---------~--------·**TRUSS-ANALYSIS** EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD pp LOAD..;.LBS DEPTH -MEM -sLOPE IN WEB TOP CHORD BOT CHORD 1 573 .-8 -----3 o. 894 2 -. 506" + -12113.0 10806.1 .o 2 983.3 30.894 20· -1.931· 1107.4 10296.9-.o 3 817.6 30.894 3 1.916 5064.3 .o 12640.1 4 816.0 30.894 4 -.965 + 5286.7 16443.5 .o 5 816.0 30.894. V2 .. ooo 816.0 16443.5 .o '"' 6 816.0 30.894 5 .965 4111.9 .o 19401.8 7 816.0 30.894 6 -.965 + 2937.1 21514.8 .o 8 816.0 30.894 V3 .000 816.0 21514.8 .o 9 816.0 30.894 -7 .965 1762.2 .o 22782.6 10 81.6. 0 _ 30.894 -8 -.965 + 587.4 .23205.2 .o 11 816.0 '30.894 V4 .ooo 816.0 23205.2 • 0 12 816.0 30.894 BR .965 + 587.4 .o 22782.6 13 817.6 30.894 7R -.965 1762.2 21514.8 .o 14 983.3 30.894 V5 .ooo 816.0 21514.8 .o 15 573.8 30.894 GR .965 + 2937.1 . 0 19401.8 16 .o .ooo 5R -.965 4111.9 16443.6 .o 17 .o .000 V6 .ooo 816.0 16443.6 .o 18 .o .000 4R .965 + 5286.7 .o 12640.2 19 .o .000 3R -1.916 5064.3 10296.9 .o 20 -• 0 .000 2DR 1.931 1107.4 10806.1 .o 21 .o .000 2R .506 + 12113.0 .o . 0 ,, ,_,..,, .' ' ~' ;...-: ... , ,·_ . ·-~ ... ·.'· •••• . . =n .. ,-·P¥i!~~4:~-~.N~fi§T _ 3:~-.. :. :: <-~: .. ·.·,.. · .. · .-Mc;ty .l~·; 1990 T5.0 . . .. --------~~------**CH:ORD DlsSIGN~* ·$TEEL FY = 50090. PSI : -----~-~------~- siii~~ M~l~ . · · u~~Mf~ID B!~Ri~~ L ENO PAN·EL PP' 9477. 5 • 315·9 -4829. 3 15776. 3 LEND.PANEL MP 9477.5 .• 49.16 4.26-5.9 5349.6 BENDING COMBINED RATIO RATIO • $25:9 . • 8418 • 2'6'-31 • 754 7 .. L VAR PANEL PP·,. .9030-.8 . ..3010. . -4a29.3 15776.3 ._,:·L"'VAR PANEL:·MP· ·· 903·0.8 .·::·' .5071 . : ·.·3,51._7 ... · 441.1··· .. -···.:· .. : .. INT·, 'PANEt ··pp · .. : 20352. O· · .. : __ , ...... ·6784 -~·:· ': ·-·217·6. 0 . ·. ,7108. 5: • 52·59 . • 8269 'INT PANEL MP ·2;03·52. o· • 8"566 . . 1088. d 1364. 4 R VAR .PANEL. MP 9030.8 .5.071.. 3-51.7' 4-41.1 R VAR PANEL PP ·9030.8 .3010 -48'29~3 15776.3 I i~g ~~IE ~t -.§!~~:~. · :j1~~ -4l~~.:5 -1~~1~:~ KL/R'· . · I 4-0.4. · 524.8DEV 161. 3-._, ··. 158. 6REQ . -337. lREQ .·.0180. -· .• 52.51 .2.3-70,:,. .-9154 .-057 4. • 9.140 .0180 ~5251 • 5259 • 8269 .2631 . • 7547 .5259' .8418 FLRS. LENGTH .2 " .41-4 3/4 .. :Q . 3,0.,.. 6 1'/4 TL ·::SEC.DESCRIPTION.· · -AXIAL STRESS CBRMP 1. BC .. 22 -B&TT8tf 3~olD ~x~iisI~N. = ·2 5::2·~ • 0. ~ ·.: 73.08 . . . Lb360 LIVE LOAD .DEV= .· 317.6 PL,, L/2.40. LIVE LOAD DEV= .. :. . · _ ~:e TAL LOAD FOR .DEFL. ·:;:·_ ·... 3 0_6. o· .PLF. . 4'76.4 PLF ,,~, --7-------, -. --.. ~, ....... . **TCX DESIGN** .. , , . ••-' '. --· . ------------------" . ,., SEC L23· TC 40L BR BENDING MOMENT 4800. REQ S .1'6Q DEV S REQ I :. 279 • 0·92 -~ --•. r •. -•• .-·:~ ·, -. ,. '. . ·-. . -' DEV I •. 442 DEFLC IN. .154 BEARING LENGTH DEPTH 1-.6 1/2 5.00 o-6 .0/0 . '------~.--~-:.--.---~~-~-- AXIAL LOAD · · K · ·· KL/R~/ FLR '· WEB. · TO END BASEL · NGM NGM LEFT 1O8.06 • 1 . 1. 0 d 7 2 • 2 · 1 · 2 D 3-11 ·O/ 0 . ~JGH;i:c . 1oao6·.1 1. oo 72. 2 · 1 -20 3-11 O/O B. DEPTH 5 0/0 5 0/b • -; --~-..:.---------• ,. ' '~ •,j. '~ ••v"-"":'; .', ~ ·• . -. · **WEB DES'IGN** •" S,TEEL',.:FY: == ··so·oo_o\: :psr. -.~ MIN VERT' .SHEAR.=_:_·· 1511. 7 LBS. I 'I ------------------... " .·. . .. . END· REAC!I1ION = . 6046. 7 LBS .•. · -· ... · . REQ DEV . REQ FILLET AVBL · WEB NO DESCRIPTION Q K KL/R AX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-1/4Xl-l/4X.I11 . 2 ~~bD 176.8 + 12113.+ 15911. 7.3X .111_10.St .• OB 2D 18 Ll-I'/2X1-1'/2X.145 1 ,I.00>117.9 --1238.-4448. 2.ox .13-7 3.3+ .o 3 22 L 2 X 2 X.137 1 1 •. 20 105-.4 5064.-· 6966. 2.5X .137 4.1+ .O ,4 · 8 Ll-.1/4Xl-1/4x.111 .. · r 1.00-180.s. + .·5'287.+. 7955. 3.2x .11.1 3.6+ .• o V2 8 Ll-1/4Xl-1/4X.111' 1 1.00·125.4 -. 932.-2520. 2.ox .111 3.1+ .o 5 .22 L 2 X 2 X.137 .. 11~00112~1 --4112.-_62BO. 2.ox .137. 4.8+ .o 6 8 _Ll-J./4Xl..,.1/.4X.111 ·1 1.:00 '180.5 + 2.937 • .+ 7955. 2.4X .111 . 3.6+ .O V3 8 Ll~1Z4Xl-1Z4X.111 . 11~0~ 12S;4 -~32~-2520. 2.0X .11i -3.1+ .o 7 14'' Ll-1Z,2X.1-1:Z2X.115 1 1.00 1-4·.9.9 ,.. 2176.-2206. 2.0X .115 4.0+ .o . 8 . 8 Ll-.1Z4Xl .... 1Z4X.111 . 1 ·1.00 180.5 + 2176.+ 7955 •. 2.4X .11'1 . 3.6+ .O V4 8. Ll-1/4Xl-1Z4x.111 1 1 • .00 125.4 932.-2s2.o. 2.ox .111 3.1+ .• o SR 8 Ll-1/4Xl-l/4X..111 1 1.00 .18·0.5 .+ 2176:+ 7955. 2.4X .111 3.6+ .O 7R 14 Ll~IZ2Xl-iZ2X.115 .· 1 1.00 149.9 -2176.~ · 2206. 2.0X .115 4.0+ .O vs 8 Ll-1Z4Xl-1/4-X.11'1 . 1 1.00 125.4 ~ Q32.-2520. 2.0:x .1.11 3.1+ .o . 6R 8 LJ;-1/4X1-1/4X.111-_l 1.90 180.5 + 2937.+ 7955. 2.4X ~111 3.6+ .O 5R 22 L 2 X 2 X.137 ·1 1.Q0-112.1 _. 4112.-6280. 2.0X .137 4.8+ .O ·v6 8 _Ll-1/ 4Xl-I/4X.111 ·. 1 · 1. 0.0 125,.4 --. 9·32. -·· 2520. 2. OX .111 3 ~ 1+ • O·. 4R & Ll-1/4Xl~l'/4X.lll. 1 .1.00 180.5 + 5287~+ 7955. 3.2X .111 3.6+ .O 3R 22 L 2 · X ~ X.137 1 1~20 J,.05.4 -5064.-6966. 2.5X .137 4.1+ .O '.. ~-,; ;_· ,' ._._;:._ ... ·. -. ' ,' ,-\ _,. . . . ~-._ .-;-~: :>_.' _,: ._ ··-~~ ·., ,.-.. ~ :~.:,:·::> ~~:;_:·'.:?::·:, .. :···:, ·.: .· .-~--; ... : ... ·· .. : .. :.':-,::. ·:~ . .--.:· ... -.~---.·.,.'· .. _ ... :.-~,---! ,'.'" ... ::~·/~-. ~:.-~\_::-.:.~:-.:.. ~ .. -' -~ : -~.· ,-.• -__ ,, __ --·· ·-·--·- • • PURITAN-BENNETT 94-9-432 LIST 32 T50 **WEB DESIGN**· ·STEEL FY= WEB NO DESCRIPTION 2DR 18 Ll-1/.2Xl-l/.2X.145 2R 8 Ll-l14Xl-114X.111 :.· :**BRIDGING REQUIREMENTS** _May 18, 1990 50000. PSI. MIN VERT SHEAR= 1511.7 LBS. END REACTION= 6046.7 LBS. REQ DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 1 1.00 117.9 -1238.-4448. 2.0X .137 3.3+ .0 2 1.00 176.8 + 12113.+ 15911. 7.3X .111 10.8+ .OB TC RYY = 1.225, BC RYY = 1.222, WLEN/(TC RYY) = 387.149 WORKING LENGTH= 39.521 FT BRIDGING SPACING STANDARD AT 13.174 FT FOR 2 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO . SLOPE OF WE~ W3/W3R ". ', . ,',, -, •• ,1 •• ,_ .. ' '~ .. ' -l •• _,, ':--·•-· . .. . . : PURITAN-:BENNETT ... -_·· -... ·-... · ,-:. ·M~y-18, .. J99.0,.,. ·94-9_-432 LIST: <12-·· ·_. · .. -· · T5'J~ 32LH 3:0.6 39i-· . 6--1/~f": ,, .-~ ; -.. ;;-LbiG-SPAi.-Jot-sT·DESIGN-~EQUIREMENTS;,;·----SJI-SPECS.:.----VULCRAFT-ENG-DE·PT;; ---··--------·------·------------~.-~-----·------~--------------·------------- DEPTH 3'2 ~ 00 LEFT END RGHT END S';rANDARD STANDARD . : *·*:to.Ai;) CRiTERIA:Jn~ .· .· .. -: ' .. :· . : : ~-. i. . ' ' . : . ... -~~-~--~--·----·~--JI'OTAii LOAD = 306 .: : PLF, LIVE .LOAD: = LIVE LOAD DEFLECTION SPECIFIED AS L/36·0 TO'rL LOAD J)EFLECTION SPE;CIFIEO· ,AS L1/24'0 ---------·-· --------.. . **TCX/-CANT LOAD· CRITERIA*·* .... ·-~---~---··----~.:.----~.----. . . ... -. · . 96. PLF. . -:: . . " ACTUAL-DEFL INCHES - 1.27 TL · .• 40 LL '• ~ . - ~ •.,. , .. : -.. , · .... -:):i i;rc;x.__:·;c;oADS:. · .. ·UNIFORM= . 337.c.:·PLF •. :-: ·.-. ; ,f' i .. I I '· --. , . ----------------~---· ~-·. t_t:B~SIC DIMENSI.ONS** -~-------~----------LEFT RIGHT . WK _LENG'I'.H END PANEL END PANEL . LEFT RIGHT VAR DIM VAR DIM INTERIOR P~NELS . . : .3 9 • i 7 Tl 5-·1 0 / 0 5 ~ · 1 . 9./ 0 i,-·4 ·0/0 '. 1~ _4· _Q/'O 5 AT 5-4 0/0 :-, -: . . ·-·· \ ' :.:, . " ' , _ LEFT 'J.1C RIG:HT. TC ·· · .. END ·PANEL END PANEL 3-9 0/0 3~ ~ -0/0 ~i~~H 8i~~~R . ~¥~~¥ . . _ 32 0./0 _-_· 3.2· ;0/0 ···3,2 · Ota· ('AC.TPA:i:a) .. -~-0 7/8 .-:. 3,0. 7/8· 30 7/8 .. ,(.E;f:F) · · -----------...;~·--------.. .. ', -t -~ .• • l ··~ •• **TRUSS AN.ALYS.IS**·. . ; ,: _ ·-. ' . ,.~ . , , . ~---~-------------EFF WEB WEB AXIAL LD PP --:LOAD-L,1;3S · · .· · DEPTH:·· MEM .SLOPE."·. ... IN WEB . . 1 548. 2-·30.898 2 -.524 + 11738 ;4 .·_ ·2 ~5-7-~ 0 .30.898 .21;) .. -.1. 931 . 1.077. 7.: 3 8.16·. 8 · 30.898 3 1~924 • 5'0'59 .1 4 816.0 -30. 8·98 4 -.966 + 5286. 4 5 816.0' · 30 .8.98· · ·v2· ~obo . 816. b 6 8'16 ;·o 3.0.89$ ·5· .• 966· -4111.6 7 816,? O · 3.0 .• 898'. -.. 6 -. 966·· · + 2,936.9 8" .. 8116. 0 .30 •. 898'-· -va· · .• 000 :816.0-. 9 8,16. 0 -;30. 8,.98 7 .966' ·--17'52 •. 1 10· 816.0 3:0. 8·98 8 ·-. 966 ·. + 58:7.4 TCX LEFT --·-... 1-6. 1(2 TCX RIGHT 0-0 0/0 '• ' ' • I ,. ~ ,•, • AXIAL LO AXIAL LD TOP CHORD BOT CHORD· 10·398. 7 • 0' ~ _, ·. 9903 .1· ~o .o 12.236. 6 16039.5 .o 16039.5 ii.I .0 .o 1'8997.4 21110.1 .o ~-21110.1 ·• 0 .o 22377.7 2280.0.3 .o -\'.. 11 816·. 0. ·-,30.898 · 'V4 .. .ooo .816 .o 22800. 3 .o 12 816.0. 30. 89'8 8R • 9:66 587.4 .o 22377.7 , I + ·13 816.8 30.898 7R -. 96·6. -·17-62 .1 21110.1 .·o 14 957.0 3:0. 89.8 V5 .000 ·-.816. 0 2i-:p .. o.1 .o 15 548~2 3.0 .S:9-8 6R .9'66 + 2936.9' .o 18997.4 16 .o .000 5R -.96'6 4111.6 16:039. 5 .o 17 .o • o·o.o V6 .ooo .-816.0 16039.5 .• 0 1'8. .o • ooo " 4R . .966 + '5286.4 .0 12236.6 19 .o .ooo· 3R -1 .-924. 5059.1 9·903 .1 . .. o 20 .o -.•. 000 ;aDR .1.9-3·1 1077. 7 10;398.7 .o 21 .o • 000· 2;R .52'4 + l;L 73-8-. 4 .o .b -. ,.,. - .,·· ., ........ . , '"l' .~ ' •• - '·'' .. '; . .. . . .. . . PURITAN-BENNETT . 94-9-432 LIST 32 T51 • •• -May 18, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP ·L VAR PANEL.MP . INT PANEL .. PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 9824.4 9824.4 9356.2 9356.2 21540.9. 21540.9 9356.2 9356.2 9824.4 9824.4 AXIAL RATIO .3275 .5100 .3119 -.5365 .7180 .9381 .5365 .3119 .5100 .3275 MOMENT UNI LOAD -4440.0 3882.8 -4440.0 427~2 -2176.0 1088.0 427.2 -4440.0 3882.8 -4440.0 BENDING BENDING STRESS RATIO 15588.3 .5196 5180.7 .2589 15588.3 .5196 570.0 .0242 7639.7" .2547 1451.7 .0640 570.0 .0242 15588.3 .5196 5180.7 .2589 15588.3 .5196 COMBINED RATIO .8471 .7689 .8315 .5607 .9727 1.0021 .5607 .8315 .7689 .8471 . SEC DESCRIPTION· TC 22 L .2 X 2 X.137 . · : BC 2 2. L 2 : · X .. : 2 . X • 13 7 AXIAL LOAD K KL/R 22800. 1.00. 40.3 22378. 1.00 ·161.3 I FLRS 506.lDEV 6 154.5REQ O 328 .-·3REQ ··TL LENGTH 41-0 5/.8 30-6 l"/8 · · · ·· --SEC DESCRIPTION AXIAL STRESS CBRMP BC 22 L 2 X 2 X.137 21541. .7180 BOTTOM CHORD EXTENSION= 0-7 0/0 L6360 LIVE LOAD DEV= 314.4 PLF, L/240 LIVE LOAD DEV= T TAL.LOAD FOR DEFL = 306.0 PLF. 471. 6 PLF **TCX DESIGN** SEC L 22 TC 40L BR BENDING MOMENT 4800. **END PANEL DESIGN**. AXIAL LOAD K LEFT 10398.7 1.00 RIGHT 10398.7 1.00 --------------**WEB.DESIGN** STEEL FY -------------- WEB NO DESCRIPTION 2 8 Ll-1/.4Xl-1/.4X.111 2D 18 REQ S .160 KL/R 68.9 68.9 DEV S .250 FLR WEB 1 2D 1 2D REQ I .092 DEV I .413 DEFLC IN. .154 TO END BASEL · NGM NGM 3-9 Of.O 3-9 0/0 LENGTH 1-6 1/.2 0-6 0/0 BEARING DEPTH 5.00 B. DEPTH 5 0/0 5 0/0 = 5000·0. PSI. MIN VERT SHEAR= 1498.5 LBS. END REACTION= 5994.1 LBS. REQ DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 1.00 172.2 + 11738.+,15911. 7.lX .111 10.7+ .OB 1 1.00 117.9 -1206.-4447. 2.0X .137 3.3+ .o 3 22 Ll-1/2Xl-1/2X.145 L 2 X 2 X.137. 1 1.20 105.3 -5059.-6974. 2.5X .137 4.1+ .o 4 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .o V2 8 Ll-1/4Xl-1/4X.111 1 1.00 125.4 -930.-2519. 2.ox .111 3.1+ .o 5 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6279. 2.ox .137 4.8+ .o 6 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ . 0-V3 8 L1-1Z4Xl-1Z4X.111 1 1.00 125.4 -930.:. 2519. 2.0X .111 3.1+ .o 7 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2157.-2205. 2.0X .115 4.0+ .o 8 8 Ll-1Z4Xl-1/4X.111 1 1.00 180.5 + 2157.+ 7955. 2.4X .111 3.6+ .o V4 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -930.-2519. 2.0X .111 3.1+ .o 8R 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180.5 + 2157.+ 7955. 2.4X .111 3.6+ .o 7R 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2157.-2205. 2.0X .115 4.0+ .o V5 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -930.-2519. 2.ox .111 3.1+ .o 6R 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o 5R 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6279. 2.ox .137 4.8+ .o V6 8 Ll-1/4Xl-1/4X.111 1 1.00 125.4 -930.-2519. 2.0X .111 3.1+ .o 4R 8 Ll-1/4Xl-ll4X.111 1 1.00 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .o 3R 22 L 2 X 2 X.137 1 1.20 105.3 -5059.-6974. 2.5X .137 4.1+ .o . '~ . . . --.-' ' ' ' • •• : --~ PURI'TAN-BENNETT . . , ,:, · .94,..g ..... 432 : LIST. '32> • -.-.. ·_Ma.y, ts , .. ·1990 - T51 . -----~---~----·-, **WEB DESIGN** ST.EEL, ;FY = 50000. ---· --. ----· -. - W:EBNO DESCRIPTION 2-DR 18 'L1-l/2Xl~l[2X.145: 2R 8 Ll-1/ 4Xl-11/ 4·x.1i1 Q l< · 1 :r.oo -~-1.00 PSI. MIN VERT SHEAR = · END,. REACTION = REQ , DEV KL/RAX LOAD AX LOAD ·~JI:~·-~ 1~Jg~:+ 1~§1£: , ::_: ._;;iRroGrNG-:-REi3urRiiiiiiis_;; -. · .-·-·--· .· . . . , , ·. ~ctiYi~:-·-i:;~~;-Bc-Rii~= -1.222;· w:LEN/cTc R¥)l) ... = .. 384-.613 . •, 1498.5 LBS. 59.94 .1 LBS,.· REQ FILLET AVBL WELD SIZE WELD SLOT 2 • ox . 13 7 . 3 • ·3+ -• O 7.lX .111 10.7+ .OB ,'• WORK,ING LENGTH = 3 9 'O, 17 7 ;FT , , · BRIDGING SPACING ST,ANDARD AT 13. 05·9 FT FOR 2 ROW(S) OF H-BRIDGING. ' . I --~----------------------NOTE: · :END PANEL SHORTENED DUE TO , , . ,., ... , f?J;.iOPE OFWEH. W3/W3~ . • -~ ' !. • , .h ' . . ~-. < -•, ,.. > ~ :: . '·.·." . :-· '. . ' ..... ',·. '".. . -' . . . ' .... ,, ... . . --., .... .;:.;.';..,. - • • ,· 1 -:· -':!:-·""* -· .-......... -.·· ·-· • --. . ., . "'::·. ~ ....... ~-_,,......._ ' ,- . . ,_ "': ... • ·:. ,:;· ·r· ,_ ~ , "'•~ .. .., ... ,_, .......... .. . . '.' ., .... .--:,._,-•. -... ~-' -· .:.:. . ·-· . • •• PURITAN-BENNETT ·· 94-9-432 ·LIST 32 . ~ay 18, 1990 T52 32LH 306 40' 2-1/4" ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH 32.00 BS LENGTH 40-2 1/4 SPACING STANDARD STANDARD INCHES 13.3 1.31 TL · .. **LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **TCX/CANT LOAD CRITERIA** L TCX. LOADS: -UNIFORM = . 3 3 7. PLF ._ · --**BASI.C DIMENSIONS** .41 LL LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL 39.8542 5-5 0/0 5-5 0/0 DEPTH LEFT 32 0/0 .. 30 7/8 LEFT TC RIGHT TC END PANEL END PANEL 4-1 0/0 4-1 0/0 DEPTH DEPTH CENTER RIGHT 32 0/0 · :32 0/0 30 7/8 30 7/8 fACTUAL)·--EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB. pp LOAD-LBS· DEPTH-·MEM SLOPE VAR DIM VAR DIM INTERIOR PANELS 1-4 1/8_ 1-4 1/8 5 AT 5-4 0/0 -AXIAL LD · -IN WEB TCX LEFT 1-2 1/2 TCX RIGHT 0-0 0/0 1 599.3 30.894 2 -.490· +· 1:2488.0 AXIAL LD TOP :CHORD 11212.4 10690.0 .o AXIAL LD ·-BOT CHORD .o .o 13033.2 .o .o 19794.8 2 1008.8 30.894 ZD 3 -817.6 30.894 3 4 816.0 30.894 4 5· 816.0 30.894 V2 6 816.0 30.894 5 7 816.0 30.894 6 8 816.0. 30.894 V3 9 816.0 30.894 7 10 . 816. 0 30.894 8 11 816.0 30.894 V4 12 816.0 30.894 BR 13 817.6 30.894 7R 14 1008.8 30.894 V5 15 599.3 30.894 6R 16 .o .000 SR 17 .o .ooo V6 18 .o .000 4R 19 .o .000 3R 20 .o .000 2DR 21 . -.o .000 2R -1.931 1.916 -.965 + .ooo -< .965 -.965 + .ooo .965 -.965 + .ooo .965 + -.965 .ooo .965 + -.965 .ooo .965 + -1.916 1.931 .490 + 1136.1 5064.3 5286.7 816.0 4111.9 2937.1 816.0 1762.2 587.4 816.0 587.4 1762.2 816.0 2937.1 4111. 9 816.0 5286.7 5064.3 1136.1 12488.0 16836.6 16836.6 .o 21907.8 21907.8 .o .23598.2 23598.2 .o 21907.8 21907.8 .o 16836.6 16836.6 .o 10690.0 11212.4 .o .o .o 23175.6 .o .o 23175.6 .o .o 19794.8 .o .o 13033.2 .o .o .o ... ' -' · ...• - ".PURITAN-BENNETT -'· .. ; ... .. :.May. .18; .1990 .. -·'94-9---43-2-"LIST 32.' · · ' ..... ' ·~' . ---: ·~ ,, ,. '• ~ . ' ' .. ' -, T52 -. --~~-----------~-**CHORD DESIGN-*:* STEEL FY = 500_00. PSI ------~~-------"!"'"~ -' AXIAL AXIAL MOMENT BENDING BENDING COMBINED S9T8.R3 ___ E3s •. s8 _ RATIO. .UNI LOAD STRESS RATIO RATIO L END PANEL PP . • 3278 -5241. 3 . 17122. 3 • 5707 • 8985 L END PANEL MP 9833 .• 8 • 5:243 4664 _. 4 5849. 4 • 303·3 • 8275 . L VAR PANEL .. PP -9375-. 6 • 31_25 .-52-4.1 .• 3 -17122 .• 3 • 5707 . -• 88-33 , .. :.L--VAR·:i?ANEL.MP:'--:_.'·:9:375.6· ...• 526"5----· ... 273~2 -342.6·· .0140· .5405 ·c· ... .-,.-INT PANEL·pp 2'0696~7 .6899 --2--176.o<: .. -· 71'08.5. ·_ .2370-."·-· .• 9268 _ INT PANEL MP 20696. 7 .• 8711 10.88. 0 1364. 4 • 0576 • 9287 R VAR PANEL MP ·9375. 6 • 5265 2T3 .• 2 342. 6 • 0140 • 5405 R VAR PANEL PP 9375.6 .3125 -5241.3 17122.3 .5707 .883"3 R END PANEL MP 983:3 .8 • 5243 .. 4664. 4 . 5'84:9. 4 • 3033 • 8275 R END "PANEL PP 98:33. 8 • 3278 · -.5241. 3 17122. 3 • 57'07 • 8985 ' : . · . _ ... SEC :DESCRIPTION ' _ -AXIAL LOA:D· ·: :K· l<L/R -.. I FLRS _ · LENGTH .. ~c 2a. L 1 .. X. 2-X.148 -_ 23598 •. 1.-00: 40.4 · · 524.RDEV 2 41~ 4 3/4 . -BC -22 · -L -2-· ·X 2 ... X.:137 ·. · ___ ~3J;76. 1.00 .161.3,. -162.7REQ O .-_ 30-6 114 , _ _-. . . . ---, ~---· · 345. 7REQ TL : --~ -SEG :DESCRIPTION -----· :A-XIAL STRESS-.-.CBRMP--·_ . 1 BC 22 L 2 _ X 2 X.137. -·22295;·_ ---.74:3:2-- _BOTTOM CHORD EXTENSION = Q-,. 7 0/0 - ___ ·~ . L/360 I,iIVE LOAD DEV = . 309. 7 PLF, ·_ :J:i/240 LIVE LOAD DEV = ____ : .... :. TC.TAL,.LOAD· FOR DEFL =. · ;306 .• o· PLF-. __ ...... _ .. __ 4-64. 5 PLF _ ! ~-· .--------------' ...... ,: -**TCX DESIGN** ---~---..:.~--~.:...- SEC L 23 TC 4:0-L BR_ BENDING MOMENT 2949 •· REQ S .098 -DEV S .279 REQ I ·• 044 DEV I .442 DEFLC IN. .121 BEARING LENGTH DEPTH 1-2 1/2 5.00 _o-6 o,o _ --~-------~------~~~ ----'*~EN:D PANEL. DESJ:GN** ::-. ,_, .-. --------------------,. -. AXIAL LOAD K --KL/'R FLR -WEB' ·:' TO. END BASEL NGM NGM LEFT 11212.4 1.00 7·5.5 1 -2-b 4-1 0/0 - B.· -DEPTH -5 0/0 Rl:GHT '11212. 4 1~ 00 --75. 5 1 -2D · · 4-1 OIO _: _...;. ___ ~~---------. ., ... -__ ,-. ----.. ~-. . ·-, .. :· . ' ..... -' _ .. ,:~ o,o· , **WEB DESIGN**· · sTEE.L · FY =··.50600·· .... PSI.· MIN 'VERT· SHEAR-=· -· 1'524. 4:· LBS. ' ----~----~-·---'!---· -~· __ · , . ~ ~ _ . .. .. -._ ·_ ... -EN·D ·:R~ACTION. = 6·0.9 7. 7 LBS. WEB NO DE$CRIPTION ,ir: · 2 8 Ll-1-/. 4X1-1/4X.111 · ;:·. 2D '18 Ll-lt2X1-lt2X •. 145 3-22 L_ 2 X 2 X.137 4 8 L1-1/4Xl-1/4X.111 .V2 8 Ll-114Xl-ll 4X •. 111 . 5. 22 L 2 X 2 X.137 .. 6. 8 Ll-1/4X1-1/4X~lli . V3 8 Ll-lZ 4Xl-1Z 4X. 1ll 1· 14 L1-1Z2Xl-1Z2X.115 8-8. L1-1Z4Xl-1Z4'X.111 V4 8 L1-·1z 4Xl-1Z 4X.111 8R -a L1-1z4x1-1z4x.111 7R 14 L1~1Z2X1~1Z2X.115 V5 8 Ll-LZ4X1-1Z4X.111 6R 8 Ll-lj4Xl-11/4X.111 5R 22 L 2 X 2 X •. 137 V6 8 Ll-1/4:Xl-1/4X.111 4R 8 Ll-1/4Xl-1/4X.111 ~R 22 L .2 X 2 ~-137 . _ . · REQ DEV REQ FILLET AVBL Q K KL/R A~ .LQ~D AX LOAD WELD SIZ·E WELD SLOT 2 .1.00 .18:1.5~;+. 12488.+ 15911. 7.6X .111 10.9+ .OB . 1 1-.• 00 117 .·9: -.. 1269. -4448. 2. ox .13'7 3. 3+ • 0- 1 1.20 ios.4 -5064.~ 6966. 2.5x .1~7 4.1+ .o 1 1 ~ 00 180. 5 + · 5"287. + 7955. 3. 2X .111 3. 6+ · • o· 11.00125~4 -934~-· 2520. 2.ox .111 3.1+ .o . 1.1.00 112.1 -. 4112.-. 6280. 2.0X .137. 4.8+ .• O . 1 1.00.180.5 + -,2937.+ · 795.5. 2.4X .111 3.6+ .O _ .1 1.00 125_.4 --934.-252-0. 2.0X .111 _ 3.1:+ .O 1 1 •. oo 149. 9 -· 2195. -22·0·6. 2. ox .115 -4. o+ • o 1·1.00 180.5 + 2195.+ 7955. 2.4X .111 3.6+ .O 1 1.00 125r4 -994.-2520. 2.ox .111 3.1+ .o 1 1.00 180~5 + 2195.+ 7955. 2i4X .111 3.6+ .O 1 1.00.14·9.9 -2195.--2206. 2.ox .115· 4.o+ .0- 1 1.00 125.4 -~34.-2~20. 2.0X .111 3.1+ .O 1 1.-00 i8o~5 + 2937i+-7955 •. 2.4x .111 3.6+ .o 1 1.00 112.1.-,-4112.-. 62-80. 2.ox .137 4.8+ .o 1 1.00 ·125.4 -· 934.-· 2520. 2.0X .111 3.1+ .O 1 1.00 1-80.5 + 5287.+ 7955. 3.2X .111 3.6+ .O 1 1.20-105.4 -5064.-~9~6. 2.5X .137 4.1+ .O .,. -.-. , .. , ..... ,.,. ,-. --~~, _., ... --.-~--... - .. : 1 I •• • ,t : ~ • -~ \ •' :• ' " . . , , ; ' -, • ' •:' • ~· -, r . ---.... • ~ : _· ••• ---· ·:· ........... 4 "'-l; : .. ,,,., ._, , .. ,, ........ ,:-: ... ::-,:-:~~~ ··-~~""' ·t,-:, ~-.-.... h • ... , . .,' ~:_ T ... ,'/ .. ,. • ',... ' . . --.. . . .... --'~. ' -•••" . .: ..... : . , -.-' i • PURITAN-BENNETT 94-9-432 LIST 32 T52 **WEB DESIGN** STEEL FY WEB NO DESCRIPTION 2DR 18 Ll-1/2Xl-1/2X.145 2R 8 Ll-l14Xl-ll4X.111 **BRIDGING REQUIREMENTS** ------------------------- = 50000. Ql K 1.00 2 1.00 • May 18, 1990 PSI. MIN VERT SHEAR= 1524.4 LBS. END REACTION= 6097.7 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 117.9 -1269.-4448. 2.0X .137 3.3+ .0 181.5 + 12488.+ 15911. 7.6X .111 10.9+ .OB TC RYY = 1.225, BC RYY = 1.222, WLEN/(TC RYY) = 390.414 WORKING LENGTH= 39.854 FT BRIDGING SPACING STANDARD AT 13.285 FT FOR 2 ROW(S) OF H-BRIDGING. -------------------------NOTE: END PANEL SHORTENED DUE TO SLOPE OF ~EB W3/W3R . . . ~ '. . •••• : .: .. PURI.TAN::·BENNETT . . .c: .. ,.· . . -.May 18:.; 199.0 . ... , .. : .. 94.;.9..;. 432 ::. LIST ·-3·2.· .. ::. ·: .--:-: · · · ..... · · · · · · .. · · T53 · · . : 3~LH '306 · .... 39' 11-1/2·11 ·.·. ;;-LONG~SPAN-ioisT-DESIGN~REQU'lREMENTS;;---~-S;I-SPECS _____ VULCRAFtf!-ENG-DEPT,;; ----~----~-~--~------~-------------~---~-----~~------------~----~-~------~----BRIDGING' LEFT END RGHT END ACTUAL DEFL DEPTH· BS LENGTH · SPACING . ST~DARD· STANDARD INCHES -32~00 ·39~11 1/2 ·-13~2 · 1.a8 TL· .40 LL -----------~----- .· ·.· . ------'-----. -. , :•. _···TO'rAL LOAD = ·306. PLF, LIVE LOAp· = 96 •. ~: .-: •, . ' ' PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360• _ TOTL LOAD DEFLE;CTION SPECIFIE.0 AS L/240 . --------------------, . *-*BASIC DIMENSIONS** ... ·_ ... , ,... . . •• 'v • • --~---------~--------LEFT -.RIGHT· · .. LEFT ··· RIGHT . . '.: ;: :: .. WK LENGTH ... END . PANEL,,:.END: PANEL : · VAR :O.IM -.. VAR DIM. ·. IN.TERI OR PANELS 39 .• 6Z5Q . ..: .. ·: 5-4·0/.0 .. 5-_.4' :0/0 ,1-3 3/,4 _l;.._3 '3/4 ·5 AT 5-4 0/0 'LEFT TC'·. RIGHT ·Tc END PANEL.END. PANEL • .. 4-O 0/0 4-0 0/0 DEPTH .... DEPTH .. <".DEPTH . · ... · · LEFT CENTER RIGHT · · . _ _ 32-0/0 32 ·o/o 32 0/.0 (ACTUAL)· ao 7/s 30 718 10 778 CEfF) ---------~--------**TRUSS ANALYSIS** · . ~~--------~-------.... _,. . EFF · ''WEB 1• -PP ·LOAD-LBS ,.. DEPTH· <MEM · 1. . -· 5 8 6 •. 5, . 3-0 • 8 9 4 -. 2' : · 2 -9 9'1 • 3 -3 O • 8 9 4 -2 D · -3 812".8 3·0.894 . 3 , 4 . 8.16 • 0 . 3 0 • 8 9 4 4 WEB ...... AXIAL ·Lo .... AXIAL LD SLOPE · · IN--WEB . TOP CHORD -• 4.9:3: .-: + · : 12278. s. -· . 10989. 7 -1.931 "·-.. 1116 •. 4 ,. · · 10476.3 · 1.962. -5034.0 .o -.965 + . 5286.7 16566.0 : · .. 5 ··-· :· ··8·1·6~0. · · 30.894 ---V2 · f 6 ---816.~ o · · '· 3·0 ,,-394-"5 ·-: .·,-7-.-. 816.0· : 3·0 .• 89-4.· :.·_6 · · • .oon .. ..; , __ ._ a:16 .·o· · 16-566. o · .·96:5· ·-::·-_-·,-.. ,.-4111 ~ 9 · ~-o S 816.0 30.894 V3 9: · 816-. 0 · 3·0. 894 7 ,~-:ig·g -~: . '2§i~:5· .. j1~~~:~ .965 ·. -· 176,2.2. .o .. ·10. 816. o _3,0. 894. -3· 11' 816-."'0. 3d. 894 . V4 .4/-. 96'5 .. + ... 587 .•. 4 ,23·327. 6 · ···· • oo·o· -· · 816. o ·. . 23327. 6 12 816--. 0 30 •. 894 8R. · -13. a_:t2. 8 . : 3.0,. 8Q4 ·. 7-R: 14 -991. 3 . --30 .894 . V5 . 15 .. 58·6 •. 5 .30. 894 6R ,. .·, 16 . . ..0 · ....... OQO 5R 17 .O ·.000 V6 18 . • 0 • 000 · 4R .. 19 •. o • 000 '3R . • 965-· + · ·.. 587. 4 • O -.965-. .;,. ", 17·62.2 216'37.2 • o·o.o-,,_ B~l.6 .. o 21637. 2 .• 965 +' 2937.1 .o ·-.·965 ... ,_ --4111.9 .. 16566.0 .ooo .,. 816·. 0 16566. 0 .~6S + 5286.7-.o --I • 9-6 2 . 5 O 3 4 • O 1O476 • 3 2 0 • 0 • 0 0 0 2 DR 2'1 • O .-000 . 21;{ 1.931 1116~4 10989.7 • 498 + · J,2278. 5 • 0 . .. . . , ',. 1 •• -. : •.•. ~ ,~, ·: ,-• ·." : : •. ~.-,. '!-: ~ • _· ~~-~-~ .-..... -~ :·· .. : ,. . '"•·--'",....,.· --.. ·-. • •.• •• ,.,:-• '· ;;_~--:.;·, :.. ..,._--.;:: .·,.1 •,r. .· :.:-. -~·-,_.._· ... ~. •'", .., --~• .. .,., • • • •• • -•• • -••••• • .... ,,_w,,._, . ·····-' · .. · .. -~ --·~-,· ·-.·::~·-·:, -~--~~~-:::~--~·:._ ::~---~~-:~~--:~ . . ' . -· ... . .... . . . . . ; AXIAL·LD BOT-CHORD . • O· .·b . 12762.6 ' .O' ' . '.'O. . 1952'4. 2" • 0-. .o 22905.0 .o ;lift .o 22905.0 ' • 0' • o: 19524.2 ~o .o 12762.6 .o .o :o :···. PURITAN-BENNETT. 94-9-432 LIST 32 T53 • May 18, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 9638.4 .3213 -5019.6 LEND PANEL MP 9638.4 .5068 4468.4 L VAR PANEL PP 9188.2 .3063 -5019.6 L VAR PANEL ·MP 9188. 2 • 5113 · · 267. 3 INT PANEL PP 20459. 4. • 6820 -2176. 0 INT PANEL MP 20459.4 .8611 1088.0 R VAR PANEL MP 9188.2 .5113 267.3 R VAR PANEL PP 9188.2 .3063 -5019.6 REND PANEL MP 9638.4 .5068 4468.4 REND PANEL PP 9638.4 .3213 -5019.6 •• BENDING STRESS 16398.1 5603.7 16398.1 335.2 7108.5 1364.4 335.2 16398.1 5603.7 16398.1 BENDING RATIO .5466 .2824 .5466 .0136 .2370 .0575 .0136 .5466 .2824 .5466 COMBINED RATIO .8679 .7892 .8529 .5250 .9189 .9186 .5250 .8529 .7892 .8679 SEC DESCRIPTION · AXIAL LOAD K KL/R I. FLRS LENGTH 39-11 1/.2 30-5 1/2 TC 23 L 2 X 2 X.148 23328. 1.00 40.4 BC 22 .L 2 X 2 X.137 22905. 1.00 161.3 SEC DESCRIPTION AXIAL STRESS CBRMP BC 22 L 2 X 2 X.137 22039. .7346 BOTTOM CHORD EXTENSION= 0-7 0/0 524.8.DEV 2 159.9REQ 0 339.7REQ TL L/360 LIVE LOAD DEV= 315.1 PLF, L/240.LIVE TbTAL LOAD FOR DEFL = 306.0 PLF. LOAD DEV= 472.7 PLF --------------------**END PANEL DESIGN** ------------· -------AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 10989.7 1.00 73.8 1 2D 4-0 Of.O 7 1/.2 RIGHT 10989.7 1.00 73.8 1 2D 4-0 0/0 5 0/0 --------------. **WEB DESlGN** STEEL FY= 50000 :· PSI. MIN VERT SHEAR= ·1515. 7 LBS • --------------END REACTION= 6062.6 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION ~ K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-1/4Xl-1/4X.111 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB 2D 18 Ll-1/2Xl-1/2X.145 1 1.00 117.9 -1248.-4448. 2.0X .137 3.3+ .o 3 22·L 2 X 2 X.137 · 1 1.20 104.9 -5034.-· 7018. 2.5X .137 4.1+ .o 4-8"Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .o V2 8 Ll-1/4Xl-1/4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 5 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.ox .137 4.8+ .o 6 8 Ll-1/4Xl-1/.4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o V3 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. --2.0X .111 3.1+ .o 7 14 L1-1z2x1-1z2x.115 1 1.00 149.9 -2182.-2206. 2.0X .115 4.0+ .o 8 8 Ll-1Z4X1-1Z4X.111 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o V4 8 ~1-lZ4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 8R 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o 7R 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2182.-2206. 2.0X .115 4.0+ .o V5 8 Ll-1/4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o 6R 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 2937.+ 7955~ 2.4X .111 3.6+ .o 5R 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.ox .137 4.8+ .o V6 8 Ll-1/4Xl-1/4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 4R 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .o 3R 22 L 2 X 2 X.137 1 1.20 104.9 -5034.-7018. 2.5X .137 4.1+ .o 2DR 18 Ll-1/.2Xl-1/.2X.145 1 1.00 117.9 -1248.-4448. 2.0X .137 3.3+ .o 2R 8 Ll-1/4Xl-1/4X.111 2 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB • , < ': ~. , · .. PURITAN-BENNE.TT -94,.;.;.9.,.;. -·432 --LIST · 32 -·· ··.·_ :. T53 -------~----~---------~~~ **BRIPGING 'REQUIREME1'TTS** Tc-iii-:~-i:~;s;~ii;~RYY-: 1. 222., WLEN/ <ire RYY> .= 388 .169 WORKING LENGTH = 39 ._Ei25 FT · BRIDGING .S~ACING S!I1A~DARD AT :13·. 208 FT FOR . 2 ROW(S) OF H-BRIDGING· • . NOTE;-.~E~D-PANEL-StlORTENED DUE'. TO .. . ....... "j. -· ·· -·:· / SLOI>E. oF· 'W~:a _:W3/W3:f;\ -: .. , -... .. · · .' .. · .. . ... · .. ,• ..... -' -.. . . '-· . ' " ... '·"· .r_:' -•.• ..... ' .~ ' . .•,., .. ..,.: .. • =~-";·,. :;..:. :. . ·,.-. - ,//if• ,· ,. , ... . ';-\ ., . ' . . ~' -~-,.--fr'::.-.·: ,·. · .. ; '. -~ ,;.. : '·. . - • - PURITAN.-BENNETT . ' 94-9-432 LIST 32 ... May 18, 1990 T54 32LH 306 39' 7-3/811 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 39-7 3/8 13.1 1.28 TL .40 LL _· .. **LOAD CRITER:I;A** .,_ ------------.-. ---TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **BASIC DIMENSIONS**. LEFT RIGHT LEFT RIGHT . WK LENGTH END PANEL END PANEL: .·.VAR DIM 39.2813 5-2,0/0 5-2 0/0· 1-3 5/8 VAR DIM INTERIOR PANELS 1-3. 5/8 5 AT -5-4 0/0 . . -·--·-··DEPTH LEFT 32 0/0 30 7"/8 -LEFT TC RIGHT TC END PANEL END PANEL 3-10 0/0 3-10 0/0 DEPTH DEPTH CENTER RIGHT 32 0/0 32 0/0 (ACTUAL) 30 7/8 30 7/8 (EFF) **TRUSS ANALYSIS** ·-----------------EFF WEB WEB _-.pp -· LOAD-LBS . DEPTH MEM· SLOPE ------1 561.0 30.898 2 -.515 2 965.0 30.898 -2D --1.931. 3 812.0 30.898 3 1.970 4 816.0 30.898 4 -.966 --... 5 816.0 30.898 V2 .ooo 6:--... 816.0 30";898. 5 ... • 966 ··7. 816.0 30.898 6 -• 966- 8 816.0 30.898 V3 .ooo 9 816.0 30.898 7 .966 10 -816.0 30.898 8 -.966 11 816.0 30.898 V4 .ooo 12 816.0 30.898 BR .966 13 812.0 30.898 7R -.966 14 965.0 30.898 vs· .ooo 15 561.0 .30.898 6R .966 16 .o .000 5R -.966 17 .o .000 V6 .ooo 18 .o .000 4R .966 19 .o .000 3R -1.970 20 .o .000 2DR 1.931 21 .o .000 2R .515 'AXIAL LD AXIAL LD AXIAL LD-- IN WEB TOP CHORD BOT CHORD + 11901.8 10581.2 .o • · 1086. 7 10081.5 .o 5028.8 .o 12358.0 + 5286.4 16161.0 .o 816.0 · 16161. 0 .o -· "• 4111. 6 • 0 . 19118.8 +-2936.9 21231.5 .o 816.0 21231.5 .o 1762.1 .o 22499.1 + 587. 4 · 22921.7 .o 816.0 22921.7 .o + 587.4 .o 22499.1 1762.1 21231.5 .o 816.0 21231.5 .o + 2936.9 .o 19118.8 4111.6 16161.0 .o 816.0 16161.0 .o + 5286.4 .o 12358.0 5028.8 10081.5 .o 1086.7 10581.2 .o + 11901.8 .o .o •••• :-·· .. PURITAN-BENNETT : 9.4;..9,;.;. , 43·2· . LIST -May. ;La, .. ;1.~90· T54· . ·. -----~----------**CH0RP DESIQNic* STEEL .FY == 5.0000. PSI --~---~--------~ AXIAL, AXIAL -MQ~ENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD· . STRESS RATIO .RATIO .t END PANEL PP 9996 .• '7 . ~ 3332 -46.15. 9· 16205. 9 • 5402 • 8734 LEND PANEL MP 9996.7 .52·53 4.078.8 5442.3 .2784 .8038 .. L VAR PAN'EL PP. . 9.524.6 .3175 , . -4.615.9 16205.9 .• -5402 .8577 :···".··L .. V.AR ··PAN,EL MP : · · 9524 ~-6: . ·: .-· ... ·• 5415· '. ·.:: ... -. 3·3,9·~-6... . ·. · -453,. 2 · .• 0·19:2-·· · · • 5"607 · :.:··-~.:.-~·INT '.PANEL. PP· '.-.2.1655.6·~-.. _ .• 72·19. ·.·:,..2.17·6·.:o:· ... :-·7·63.9.7. .2547 ··. .9765 . INT PANEL MP -2·1655.6 .9431 1-088.0. 1451.7 .0641 1.007.2 R VAR PANEL MP 95.24. 6 ~ 5415 339 6 453 2 • 019,2 • 5607 R VAR PANEL PP 9524.6 .3175 -4615:9 16205:9 .5402 .• a,577 . , R .END PANEL MP 9996. 7 • 5253 4078 ~ 8 5442. 3 • 2784 • 8038 . REND :E?ANEL PP .9996.7 .3332 . -4615.9 16205.9 .5402 .8734 •;.:··:: .. ·'-sm:: DES'CRI:PTI.ON '. '. · ... AX:I:AL to_A;o.·, K ·.: KL/R· I . FLRS.; LENGTH . -1 ~ TC. 22 .. L-2 .··X 2 X.137 · -.22922. 1.00. 40.3 506.lDEV 6 3:9-7 °3/.8 · .-BC.' 22., .. -L. · 2· · X ... 2 .. ·.·.X.-.13T : .-. ·.,. 22·4,9·9· •.. 1 .• 00·.-161. 3. ,. ·. _: 155. 8REQ · 0 ·._.: ··30-· 5 318 · _ · . . . . ·. '.. ·. '·..... . ·. . . . . ·. · =.· · ·331.0REQ TL , _,;,:,-. --. SEC .DESCRIPTION ~ ·:·•:·· r · • ---AXIAL· . ..:STRESS --CBRMP .... _ .. BC. , 22 L . 2: X 2 X. 1·3.7 ·: .. 2.i-(?:5·6-. _ ...• 12·1_9 1 • • BOTTOM CHORD EXTENSION·= 0-7 0/0 1 .•••• .:.: .-•.•• -. L63.60 _LIVE LOAD. DEV ~ . 311._9 PLF ,. -.L/240 · LIVE LOAD DEV = 467. 9 PLF , ___ . .. T .. TAL LOAD FOR .DE,FJ;.i -306 .O PLF • . . . . . f' . .. --------. ------... -' I • "**END. Pl\,NEL DESIG:t·l** .l.-._~ ·.--··· ·-·-···:-.--·-- AXIAL-LOAD LEFT . 10581.2 :RIGHT 10581.2 --·----------- K 1.00 1.00 KL/R FLR WEB 7-0.5 1 2D 70.5 1 2D TO END BASEL NGM NGM B. DEPTH 3~10 o/o ·5-0/o 3-10 -01/0 5 o,o .**WE;B-·oE:SIGN**· -STE~:L, .FY'=· 50000.· ·PSI. :-.-MIN VERT SHEAR = 1502.5 LBS. · . ·-·~·--------..;..--! __ .~~--' .-, · · · · _, ·. · .i--. • ~--END 'REACT]ON = 6·0·10·. ,0 LBS. " . . _ -. . . :· ·REQ' .. : -: DEV REQ FILLET .. :AVBL: .-WEa: NO DESCRIPTION · Q -'K . . KL/R A){ LOAD AX LOAD · WELD SIZE . -WELD" SLOT 2 8 Ll-1/.4Xl-l/.4X~111 2 1.00 174 •. 5 + 11902~+ 15911. 7.2X .111 10.8+ .OB 2D 1a L;L.-1/2Xl-;L/2X~i45 i 1.0-0 117.9 ..-.-1216.-4,4'47. 2.ox .-137 3.3+ .o -"3 ·-2z L 2 x· 2. x.I37 · -1 1.2:o,·ro4.,a··-·.,·.-5·0.29.-7.026. 2.5X-~131 4.1+·-.o -,4 8 -Ll-1/.4X1-1/.4X~Ji-:t,1_ · 1_ 1.·00 1a·o~·5··+···52·a6~·+:··79·55_ 3.2X .111 3.6+ .o V2. 8, Ll-1/4Xl-114X.111· · 1·1.0.0 125".4·,.,. ·· 931.-.2.519. 2.0X .111 -.3.1+ .O 5 2.2 L 2 X 2 X.137 1 .1.00 112.1 .,.; 4112.-6279. 2.ox .137 4.8+ .o 6 ·. 8-L1-1/4Xl.-1/.4·X.111 -· 1 1~00 180'.5 + 2937.+ 7955. 2.4X .111 3.6+ .O V3 .. -:,,.-a L1-1z4x1-.1z4x.111; .. -.1 1.00 ... 12.5.4 9.3;1 .. -2519.· 2.ox .111 3.1+ .o · 7 ··1J Li1-·1z2x1-1z2x.115 . l, 1~00 14.9, •. 9-.... 2163.--2·205. 2.ox .115 4.0+ . ~-0 ' .. · 8 · 8· Ll-1Z4X1-1Z4X.1,11 . 1 1 • .:00 180 .• 5 + -2·163.+ 7955. 2s4X .111 3.6+ .·o V4 · 8. r.:~:-1/4XJ,,-1Z 4X..1,11 -1 1. 00 12q. 4 -· · ·931 • .,.. ,_' 251·9 •· 2. ox .111 3 .1+ • 0 8R -8 Ll-1Z4XI.-1/4X.111 ·.-: 1 1.00 18'0.5 + ---2163.+ 7955. 2.4X .111 3.6+ .o 7R ;I.4 L1-1/2X1~1/2X.115 .. 11.00--.14:9.9.,. 2163.-2205 •.. 2.0X .115 4.0+ •. 0 · -V5-. 8 Ll-lZ 4X1.-1/ 4'X. •.. I11 . 1 ,1. OO, 125 .• 4 .., -· 931.--· 2519. . 2. ox .111 · 3 •. 1+. • 0 1 6R 8 Li-1,4x1-1,4·x.111_ J; 1.0:0 180.5 + ··2937.+ 795$. 2.4X .11-1 3.6+ .o, , 5R 22 L ·2 X 2 X.137 · 11.00 112,1 -4112.-6279. 2.ox .137 4.8+ .o ,· V6 8 Ll-1/4Xl-'1/.4X,111 -_ l 1.0d 125.4 -931 .• -2·5,19. 2.0X .111 3.1+ .O · 4R 8 Ll-li'4Xl-1/4X.111 1 .1 .• 00 180 •. 5 + 52:86.+ 7955. 3.2X .111 3.6+ .O i 3R 22 L 2 X 2 _X.137_ 1 1~20 104~8 -· 50i9.-7026. 2.5X .137 4.1+ .O c ·2DR 18 L1-I/.2-Xl-1/.2X.145 1 1.00 117.9--12:1·6.·-4447. 2.0X .137 3.3+ .O 2R 8 Ll-J1/4Xl-114X~~11 2 1.00 174.5 + 11go2.+ 15911. ·1.2x .111 10:a+ .OB . ' . . . . . ~ . _.. .: ' ......... : ·:. :-::, . , .. - , (, . ~ . _.. ~ -' .. ... ~--~-. -. . ' -' :··; -.. ,, . . . .. ( ....... ····-·· .•...... ·,,., .,. ·.-"· -· - ,' ., ' .. · .. '.· ~:.: -: . . ..~ ' .. " ':. __ ·_ "'/ _;_·: _ ...... ... -·· _ .. :. ---.... :' -~ !""-:·.· ~ •• ---r-,. ;· ~----~.;_~\:.:··-~ ¥ '"":'_. ;.~·~. ' -'~.; .: ',._, .... : _,--,,.,. ': ·.,;. ' ~--~ -. . -. ~ ,-. ' .. ~ -.; .· " . ,., . . : .. ' -.,. -. -·~ . ' ' .. --f ··, """f -: .:: ' --.. . -· l-.' -, :~·.,~ ..... --~ ~,--···~ .... :· . ~ ' , ·: : ~ . ~:.:] - , . PURITAN-BENNETT 94-9-432· LIST 32 T54 • **BRIDGING REQUIREMENTS** ------------------------- • May. 18, 1990 TC RYY = 1.222, BC RYY = 1.222, WLEN/(TC RYY) = 385.636 WORKING LENGTH= 39.281 FT BRIDGING SPACING STANDARD AT 13.094 FT FOR 2 ROW(S) OF H-BRIDGING. -------------------------NOTE: END PANEL SHORTENED DUE TO ·· :-. SLOPE OF WEB W3/W3R ..,-: ..•. :. __ .. . , -: .'. ' : . . ' . . ! . . . ' -~-.... .· ,.' ..... '•' . ' ,, ' . ' . -. :-.-.:~:P¥}!§~~4;~~N.Nfi'§T . 3i . ':,' ~ · · .. , .. : .. , ... :1-iay. ,).$, __ :t:?~~:-- T5!;>. . . :. 32:LH-306.:· : ·3:9/·t1-1/2·11 --~--------~--~---~--~-------~-~-~-----~-----------------------------·-----------* * LONG S'.i?AN JOIST DESIGN REQUIREMENTS·** SJI SP.ECS VULCRAFT, ENG DEPT** -~--------~--~---?---~-----~-~~---~------·--~-~---------~----·-----~----------~~~----- DEPTH BS LENGTH . 32 .00 3:9-11 1./2 BRIDGING· LEFT END RGHT END · SPACING . 13. 2 · -STANDARP STANDJffiD . ' ... -----------------. .. . ··_. 0:_---~tLOAD:·-CRI'J;1,ERI~** • I ' • ' •• -• '<• ,•, .-•, .-TOTAL-IsbAD-:;"":.-""30 6. . PLF.~ LIVE · LOAD = · .... ,., •' LIVE LOAD .DEFLECTION SPECIFIED AS L/3<:i:O TO.TL LOAP DEFLECTION SPECIFIE_D AS L/240 --------------------. . ' , .**BASI-C. DIMENpIONS** . . . --------------------· -,. ' - -'. .. : ~. 96 •·. PLF. . ~ . : I ·. · · LEFT · ; . RIGHT.. .. :LEFT . ..RIGHT . . . . \~--:-_·.WK. :LENG,TH ;_·END PANE.L .. END -:~P~EL .. :·::·. Y~ D;tM . ·.-·.VAR DIM .·.INTERIOR .PANELS-: .. ,··---· ~-9_~625~ ·-· S~ .4 Oj,O-· .5:-4 0/0_. ·•·. J-,·-.3 3/4,--:· 1--3.3/4· 5 AT·. 5-4 0/0 .. i . DLEE·PF_TTH .': .. DEPTH· .. DEPTH.·:-·. ·. . . · CENTE:E?. RIGHT. . · '3.2 0/0 32 0/0, 32 0/0 {ACTUAL)' . -~~-Z[~-~~~-Zl~~-~o 71/8 (EFF) **TRlJSS ANALYSIS*·* -~-~-----------~--, .. ·: EF-F · WEB -.. WE ff : . . ... AXIAL .. LD: -· . AXIAL LD 1· ., PP ·· LOAD-.LBS . . DEPTH-",.· MEM-., · SLOP:E· ·: -:-~ ·, IN. ·WEB, : · ·. ··TOP ·CHORD . 1 · · '586 .• 5·· .· ,,. ,3·0. 894 .. 2 . · -. .; .-4.98 .. · + . 12278. 5 .. . 1098·9. 7 · 2 · ·· 991 . .-3· '30.894. · -'2D :·-i .. 93~1··. ~·· 1116.4 -· 10476.3 3· · · 812.8 · 30.8:94 · 3 1.962 5·034.0 · .o '··. 4 8.16~0 30.894 4 -.965' ·+ 5'286.7 16566.0 . ·· 5· · .-, · ,·.816-:~ o .. ---.3·0.·8-°Q4·· :.-.·::"'.V2--· · -.00:Q:···,-----· 8'1:6·-~ O· :··_;:-: 16566. 0 6 .. 816-,.-o. 30 .. .-a·9·4 ... : .··5 ·• 965 ·: --····.4;111-~ g ,.-· · .·o .. . . 7 .... 81_6,.0 :-:.3:Q.8,94 6 _· .. -..·.965 ·+.. : 2937.1· 21637.2 8 816 ~ 0 , . 3 0 • 8 9 4 · V3 • 0 0 0 . -8'16 • 0 216 3 7 • 2 9 .8'16 ·• 0 3:0,. ·894 7-., 96~5 ,_ 1762 .·2 -• 0 10 8:16. 0 . '3-0 .• 894 ·.· 8 · -. 965.· ·+ · .· · 587. 4 . 23327. 6 '11. · ·816.0 -·3·0.894 · ·-v4 .ooo · · · ·: 8·16 •. 0 · 23327.6 12 816. 0 3·0. 8-9,4.. 8R · · _-96.5 + 587. 4· .. • O ·13 :· :·812-.a ··.30.8.94· 7.R -.-.965~ -. 1162.2.-.·2.1_637.2 14 · 991 .• 3 . 30. 894 . V5 . • 000 -· 816. O -21637. 2 l.5 586 .• 5 _ .3.0. 894 · 6R ... • 965 + _ 2937 .1 . ... . o 1.6 .o · .• 00:0 ·5R , .-.. 9!5'5. 4111.9·. 16566.0. 3::1. ;0-. : ; . 0·00-· y_6 · •. :o.~o ~ -~16. o l6·566. o 18 .O. -.000. 4R .965 + 5286.7 .O 19 .• o .oo·o ·3R --1.962 5·034.0 10476.3 20 • O • 000 '2DR 1 ~ 93:1 1116. 4 109'8·9. 7 21 1 •. 0 .000 · 2R .498 + · 12278.!5 .O ... . . . ,,; } ~ ' .. '".'. ' ... , :.\ ... :· '.' • ·;·_, .:· : • • " < " • • • • • • • :· •'" ••~ -••I.., • --f" • • • -.. • , ... -\ • -~, . . . . .. ...~ ,., .. . . . ... , . ,,. "•'_ •• •, ·.' •; 1,..,:,.- • .• '• • ·: ' • I • : .'• ~. • .- ' ' :. .::,,.· •. ~ ···~· - _ .. ,.~~ -:.-_ .. :-•: ,:, ~1_-_/:;_~--~· ":: ~ ·.:;.··: _i :-. ... • •• -~:;.'. :-_,· ,, · .. --· -~ .. -. . '_,.""::: ... _;_ . ~ ' .. '• •.. ..,.-··~· _ ..... : . .... -.. ~ ' --·, -. ~ '-· ,-' . ~ . , .. ' ' ' -~--~ ..... ·.: . . . -.. AXIAL LD BOT CHORD· .. · .• O· .o 12762.6. .o '·.· .. ·:. 0 . .. t9·5·2.4 -~ 2 -.• .o .o 22905.0 .o • o· 22905.0 .-0 .o 1952.4.2 .o ' .o 12762.6 .o • o· .o . ,, ~ ,:::· •. ''. -, . .. --. .- -t!,. ··,··, .. -. -~ . _, ... .,. . .. ~ . .... ~--..:. _; -. , ' -: -.. -. . -· ~ ". . ..... ,. • · PURITAN-BENNETT 94-9-432 LIST 32 T55 . . May 18, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP ·' L VAR.PANEL-MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 9638.4 9638.4 9188.2 9188.2 20459.4 20459.4 9188.2 9188.2 9638.4 9638.4 SEC.DESCRIPTION TC 23 L 2 X 2 BC 22 L 2 X 2 X..148 X.137 AXIAL RATIO .3213 .5068 .3063 • 511-3 .6.820 .8611 .5113 .3063 .5068 .3213 AXIAL LOAD 23328. · 22905. MOMENT UNI LOAD -5019.6 4468.4 -5019.6 267.3 -2176.0 1088.0 267.3 -5019.6 4468.4 -5019.6 K KL/R 1.00 40.4 1.00 161.3 ·SEC BC 22 DESCRIPTION AXIAL-STRESS CBRMP L 2 X 2 X.137 22039. -• 7346 BOTTOM CHORD EXTENSION= 0-7 0/0 • BENDING STRESS 16398.1 5603.7 16398.1 335.2 7108.5 1364.4 335.2 16398.1 5603.7 16398.1 BENDING RATIO .5466 .2824 .5466 .0136 .2370 .0575 .0136 .5466 .2824 .5466 I FLRS 524.8DEV 2 159.9REQ 0 339.7REQ TL COMBINED RATIO .8679 .7892 .8529 .5250 .9189 .9186 .5250 .8529 .7892 .8679 LENGTH 39-11 1/.2 30-5 112 L/360 LIVE LOAD DEV= 315.1 PLF, L/240 LIVE TOTAL LOAD FOR DEFL = 306.0 PLF. LOAD DEV= 472.7 PLF --------------------**END PANEL DESIGN** --------------------AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 10989.7 1.00 73.8 1 2D 4-0 Of.O 4 1/.2 RIGHT 10989.7 1.00 73.8 1 2D 4-0 o,o 5 o,o --------------**WEB DESIGN** STEEL FY = 50000. PSI; MIN VERT SHEAR= 1515.7 LBS. --------------END-REACTION= 6062.6 LBS. . REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION ~ K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-1/.4Xl-1/.4X.111 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB 2D 18 Ll-ll2Xl-ll2X.145 1 1.00 117.9 -1248.-4448. 2.0X .137 3.3+ .o 3 22 L 2 X 2 X.137 1 1.20 104.9 -5034.-7018. 2.5X .137 4.1+ .o 4 8 ·Ll-1/.4Xl-1/.4X.111. ·1 1.00 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .o V2 8 Ll-ll4Xl-ll4X.111 · 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 5 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.0X .137 4.8+ .o 6 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o V3 8 Ll-1Z4Xl-1Z4X.111~-1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o 7 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2182.-2206. 2.ox .115 .4.0+ .o 8 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180:5 + 2182.+ 7955. 2.4X .111 3.6+ .o V4 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o BR 8 Ll-1Z4Xl-1/4X.111 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o 7R 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2182.-2206. 2.0X .115 4.0+ .o V5 8 Ll-1Z4Xl-1/4X.lll 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 6R 8 Ll-ll4Xl-ll4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o 5R 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.ox .137 4.8+ .o V6 8 Ll-1/4Xl-1/4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 4R 8 Ll-ll4Xl-1/4X.111 1 1.00 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .o 3R 22 L 2 X 2 X.137 1 1.20 104.9 -5034.-7018. 2.5X .137 4.1+ .o 2DR 18 Ll-1/.2Xl-1/.2X.145 1 1.00 117.9 -1248.-4448. 2.ox .137 3.3+ .o 2R 8 Ll-ll4Xl-ll4X.lll 2 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB I, • ~,-,, •' -• ·--·:. •.. ·: . ' PURITAN-BENNETT. : , . . , . · 94-'9-· 4·32 ,,. LIST. 32 T.5·5 -. ----------~------------~--**BRIDGING REQUIREMENTS** ---~------ii-~-~------------- ..... May. _1·8, 1990 • • TC. RYY =. 1.225, BCRYY = 1.~22; WLEN/(TC RY.YJ = 388.169 .WORKIMG LENGTH = 39. 625 FT . . "BRrDGING.SPACING STANDAAD "AT 13.208' FT FOR 2 ROW(S) OF H-BRIDGING. ---------------,-----~------NOTE: . END·. PANEL .SHORTENED DUE TO: . ·.-,-, .. _··_··--... ,.-$-LOPE OF WE)3 W3,/:WqR -·. .. ··· . : . -·· ,, .. ·:· . · .... ,· . ~ . . -· -· .. ·-.. --.... . .-: ~:. ·--.:. . 'I -.. ",; ·~ •• -· • • , ... ' { • • .. . _. -;-. ~-. -:.""-"-. · ...... : ,.ii<! I· ........ ... -.. -... ·:,' ,., . -: .· ., .. , ... · . • .. •,;-,:;.• •• ·, •••• !, --. -· --:·. -" . .... .. -,_.,_ ,• ...... -·-:.~~-·-· ,,,t. -,,~ ---~--,··,t···-:., ,;-.. _:, '~·-.. ,: -,., : ... . . - ~ ,: ;. . . . .. ' .. ,", . .... . . I , ; I • • -. PURITAN-BENNETT : May 18,. 1990. ,, ·· 94-9-432 LIST 32 T56 32LH 306 39' 7-3/811 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** BRIDGING DEPTH BS LENGTH SPACING 32.00 39-7 3/8 13.1 **LOAD CRITERIA** ----------------- LEFT END RGHT END STANDARD STANDARD TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **BASIC DIMENSIONS** . LEFT RIGHT LEFT RIGHT ACTUAL DEFL INCHES 1. 28 TL .40 LL .WK.LENGTH -END.PANEL END PANEL 39.2813 5-2 0/0 5-2 0/0 VAR DIM_ VAR DIM INTERIOR PANELS 1-3. 5/8: 1-,·3 5/8 -_ 5 AT 5-4 0/0 .A -DEPTH ·tEFT 32 0/0 30 7/8 LEFT TC RIGHT TC END PANEL END PANEL _ 3-10 0/0 3-10 0/0 DEPTH DEPTH CENTER RIGHT 32 0/0 32 0/0 (ACTUAL) 30 7/8 30 7/8 (EFF) **TRUSS ANALYSIS** EFF ··wEB. WEB pp .. LOAD-LBS DEPTH MEM -SLOPE 1 561.0 30.898 2 -.515 2 965.0 30.898 2D -1.931-3 812.0 30.898 3 1.970 4 816.0 30.898 4 -.966 5c 816.0 . 30.898 V2 .000 6 a-16.0··_ 3"0.898-· 5 --.966 7 -816.0 30. 8·98 6 -.966 8 816.0 30.898 V3 .ooo 9 816.0 30.898 7 ·• 966 10 .816.0,fs' 30.898 8 -.966 11 816.o-30.898 V4 .ooo 12 816.0 30.898 BR .966 13 812.0 30.898 7R -.966 14 965.0 30.898 V5 .000 . 15. 561.0 30.898 -.6R .966 16 .o .000 5R -.966 17 .o .000 V6 .ooo 18 .o .000 4R .966 19 .o .000 3R -1.970 20 .o .ooo 2DR 1.931 21 .o .000 2R .515 AXIAL-LD AXIAL LD AXIAL LO IN WEB TOP CHORD BOT CHORD + 11901.8 10581.2 .o 1086.7 10081.5· .o 5028.8 .o 12358.0 + 5286.4 16161.0 .o 816.0 16161.0 .o .·4111. 6 .. .o · 19118. 8 +. .2936.9 21231.5 .o 816.0 21231.5 .o 1762.1 .o 22499.1 + 587.4 22921.7 .o 816.0 22921.7 .o + 587.4 .o 22499.1 1762.1 21231.5 .o 816.0 21231.5 .o + 2936.9 .o 19118.8 4111.6 16161.0 .o 816.0 16161.0 .o + 5286.4 .o 12358.0 5028.8 10081.5 .o 1086.7 10581.2 .o + 11901.8 .o .o . ' . . . ,· ••• ·· l?t:JRITAN-BENNETT . --94-9-432 . LIST 3.2. · .T.56 -. . May i8 , 19 9 o : ... : . ' ----------------**CHORD DESIGN** STEEL FY = 5QOOO. P$I . ---------------·-AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI:LOAD STRESS RATIO L END PANEL ·pp ·9.99.6. 7 -• 3332, ·-4615·.·9 16205. 9 • 5402 RATIO .8734 .8038 .8577 L ENO PANEL MP 9996.7 .·5253 4078.8 5442.3 .2784 .L VAR PANEL PP. 9524 •. 6 .31.75· _ -4615 •. 9. 16205.9. .540.2 · ·L·.:VAR PANEL.MR:":· 952'4·.6 ·· .·5·415~:-:-: · 3"39.6-· 453.2 ·.· .01.9°2 · .5607 .9765 .. ]~-~ :~~IE :fu~ · · jl~~~: ~ :J~ll .... ---i 5~~ :-8 12i1: ~ : ~~ir 1.0072 R VAR PANE:Ei MP 9524 .-6 • 5415 3 .. 39. 6 453. 2 • 01·92 .5607 .8577 • 8·038 .8734 R VAR PANEL PP 9524.6 .3175 -4615,.9 1620.5.9 .5402 R END PANEL MP. 9.996-•. 7 .• 5,253 407-8. 8 5442. 3 • 2784 R 'END ·PANEL PP · 9996.7 .3332 -4615 .• 9 16205.9 .5402 :'.':> .:: · SEC DESCRIPTION ·:· AXI,AL 'LOAD·'· K.-...... K~/R. · · · _ I . FLRS '.TC .22 . L 2. · :X 2 -X. 1-::37-· 22922. 1 •. 00· 40·. 3 .. · 506. lDEV 6 . LENGTH 39-7 3./.8 ,·3·0-.5 3"/8 .. :·--,.BC -,.22 ·.L .. -2···. X -2 . .-cX.137 -22·499·~,·:-1..,00.~16·1.3 -.-. 155:.8REQ O .· . ---SEC DESCRI0PT-J:ON -AXIAL STRE~S. : -CBRMP -3 31 • OREQ TL ~. -·Bd---22 --L 2 X 2 .X .• -13-7 . ·2··165.0: . • 72·19 BOTTOM CHORD EXTENSION= 0-7 0/0 L/.360 LIVE LOAD DEV= 31,1.9 PLF; .L/240 LIVE LOAD DEV= -. · .TbTAL LOAD FOR D,EFL· = 30:6. 0 PLF. -467 •. 9 PLF • --· C ---·---------.-• ·*·*END PANEL DESIGN** . -. -: . ~:-' . -~ ' . ~ . . - , -.. ---~--ixiit~i:oin _____ i LEFT '10581. 2 1. 00 RIGHT 105.81. 2 1.·00 KL/R 70.5 70~5 FLR WEB 1 2D 1 2D TO END BASEL NGM NGM 3-,.10 0/.0 3..-10 0/0 B. DEPTH -5 0/.0 5 O}O . ' ·, -----. -------' . .'. **WEB ])~SIGN*.* -·· S.TEEL .FY ;::, ·50000. -PSI •... MtN VERT SHEAR :;::: -15·02·. 5 "LBS.· ' . . ,_.. ~---.--------~,-~-. · · ··· ---.... _: __ ,:_-END ·REACTION = 6010. O .LBS. , . · · WEB NO -DESCRIPTI·ON -· · , 2 8 L1-1/.4Xl~1/.4X.111 ' "· 2D 18 Ll-1/2Xt-1"/2X~i45 ',; ·.: --.:·3_ .. ,·2-2· L 2· X ·--2 ·-·X.137 -·· 4:" '·s· ra..;1/.4Xl;.;.'1/.4x.~·.t11 -V2 8 ·Ll-li'4Xl-l/4X.111 5 · 22 L 2 X 2 X.137 6 8 Ll-1/.4Xl-1/4X.lll V3. 8 Ll·+-1/ 4Xl-1/4X.111 7· 14 Ll-11/2Xl-1Z2X.115 · 8 .8·L1~1Z4Xl-1Z4X.111 . -V4 -·8. L1--~1-z4·x1-1z4x. :i.11.: 8R 8 Ll-1Z4Xl-1Z4X.lll, 7R 14 Ll-1Z2Xl-1J2X.115 V5 8 Ll~ll4Xl-1Z4X.lll 6R 8 Ll-1i'4Xl..,.ll4X~lll .5R. 22 L_ 2 X 2 X.137 V6 8 Li-1/4X1.-1/4X.111 4R 8 Ll-sl1/ 4Xl-1/4X •. 111 , 3R 22 ·L 2 X 2 X.137 r 2DR 18 Ll.-1/.2Xl-1/.2X.145. 2R 8 Ll-li'4X1~11/4X.lll . , ... }_·._: ·,; . ~ . . . .. ' -, .. ,, . -,, i-' :. • ~ .. ---. -,_. · · ·. · REQ -· DEV --REQ FILLET AVBL -Q K . KL/R ·AX LOAD AX LOAD WELD SIZE WELD SLOT . 2 1,.00 174 .• 5 + 11.902.+ 15911. 7.2X .111 l·0.8+ .OB 1 1.00 117.9 -1216r-4447. 2.0X .137 3.3+ .O .. _1-1.2.0 .104.8· --··_-.5:029 .•. -. • 7'026. 2.5X .137. 4.1+ .O · 1 1.00 180.5· .+ · 52·8·6.+ 7955. · 3.2X .111 3.6+· .o 1 1.00 125~4 ---931.-2519. ·2.0X .111. 3.1+ .O 1 1.00 ·112.1 -· -4112.-'6279. 2.ox .1~7 4.8+ .o 1 1 .• 00-180.5 + 2937.+ 7955. 2.4X .111 3.6+ .O 1 1 .• 0 O 12 5 • 4 -9:3 1 • --,2 519 • 2 • 0 X • 111 3 • 1 + • 0 1 1 .. 0·0 14,9.9 -2163.---2205. 2.ox .115 4.o+ .o i 1.00 180.5 + 2163.+ 7955. 2.4X rlll 3.6+ .O ,1 1..00 12'5.4·'.·,... ·-9·3_1.·-2519. 2.0X .111 3.1+ .O 1 1.00 180.5·+ 2i63.+ -7955. 2.4X .111 3.6+ .O 11.00149~9 -i216J.-2205. 2.ox .115 4.o+ .o l. 1.0.0 125 .• 4 ---931.-· 2519. 2.0X .111 3.1+ .0 1 1.00 180.5· + -2937.·+ 7955. 2.4X .111 3.6+ .O ·1 1.00 112.1 --4112.-6279. 2.ox .137 4.8+ .o 1 1.00 125.4 -.9'31.-_ 25,19. 2.0X .1.11 3.1+ .• O 1 1.00 180.5 + 528E~+ 7955. 3.2X .111 3.6+ .O 1 1.20 104.8 --5029.-7026. 2.5X .137 4.1+ .O 1 1.-00 111.9 -1216~-4447. 2.ox .137 3.3+ .o 2 1.00 174.5 +_11902.+ 15911. 7.2X .111 10.8+ .OB .: . -: . ·---~' . '. \-',' ... . ... , --~ :·. --.~ . ,· ' ,... ,..., .. ·..,..," ~ ·. ... -. . -. . .~_. ... -___ , ·:·:_~ -::·\;~::··.--.::_:::rir:'.·: :.:~/~ -: ·--: :.:.-~ .. : .:-. -____ ... :~-,~ ;~-;.·.: -· - -:--:. :.• --~.-:'., ;,,-··1· ,";_•···-,-.. '!'·· ,--.,. , t-·, • • : .. ~ ' • "· PURITAN-BENNETT 94-9-4.32. LIST 32 · T56 ••• **BRIDGING REQUIREMENTS** • .May .18, 1990 TC RYY = 1.222, BC RYY = 1.222, WLEN/(TC RYY) = 385.636 WORKING LENGTH= 39.281 FT BRIDGING SPACING STANDARD AT 13.094 FT FOR 2 ROW(S) OF H-BRIDGING. -------------------------NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R ...... . . . -· . ,, .. -·,-. ~' • · PURITAN-BENNETT. ·,. · .. :. /May ·1a-, :19.90. ·. -, ' :· 94 ... 9..;.. ·43,2, LIST: --3:f' .. T57 . . 3·2LH. 3 .. 06 .. · ... 39.i · 7.;.i/411 . . ;;-LONG,-sP.ii,-J;'.EST-DESIGN-REQUIREMENTS;;-----sJi-sPECS _____ VULCRAFT~ENG-DEPT;; ---------------------iiRroGrNG ____ i:iFi-iio-RGiii~iio _________ icTuii:-oi,Fi:--------~ DEPTH BS LENGTH SPACING . STANDARD STAND~RD . INCHES . 32~00 39-7 1/4 l3.1 1.28 TL .40 LL -----------------: ;',:·*:*LOAD :CRITERIA·~*·." I':-. . . •. :, .••. ' : . -•. --• • ----~-~ • • • • y • ---'~ .. TO~AL ..... LOAD-:~~-306 .. PLF, ·.LIVE. :LOAD == 96. P;LF. LIVE LOAD: DEFLECTION SPECIFIED AS Lt360 . TOTL LOA,P ,PEF:J:jECIJ?ION SPECIFI:ED AS L/24(;)· -. . . . **BASIC DIMENSI-ONS** ·· . . : . . ---..:.~~---~~--...;--~-~---', . ---'•;, :: . ,· . ' -\ .. · ~ - . . . . LEFT. . C • ' RIGHT. . ·> '.LEFT . . RIGHT . . .. i :.: WK :LENGTH: END: PANEL::END-.PANEL,·.··::,~:yAR DIM".,. VAR PIM· l_ • • 3.9.:2708 · 5-2 0/0 · 5-2 0/0 .,' 1-3 ·5/8' 1-3 5/8 : . l.:,EFT TC' 'R:tGHT ·.:Tc· .. INTERIOR. PANELS -C 5AT :.5-4 0/0 . END PAN·EL ENb· 'PANEL 3.,..10 010 _;r-10_ o/o ··_i.: .. DE-P.TH . 'DEPTH·.· ·DEPTH:··.:: , .. · 'j~F61.o ~-~N~,~ J~G~-7.o · (ACTUA~) · -~2-ZL~-.:..~2_Zr~.:.-~o T/8 (EFF) **TRUSS-ANALYSIS** l ~-~----~-----~---:-' ... . . . .EFF . ··-w.EB .. ,. ,.-WEB .. 'AXIAL LD .· .. AXIAL LD · ... ,pp -:LOAD-LBS-: ··.DEP.TH-~--MEM:-., -··.SLOPE·,.-:, -~,_· TN--WEB· .. , TOP CHORD · 1 ,· 5.61: •. 0 · '• :30 ~ 89·8 · · 2 · .-•. 5.15 + · 11898. 3 ·· 10578 .1 , · · 2 · · 9 6 4 • 2 · 3.o .•. 8 9 8 . · 2 o ·: . .;.... 1 • 9:31 · . -.. _ · · 1o·85· • 8 ··1 o o 78 • 8 3 811,. 2 3 0 • 8 9 8 3 . 1 • 9 78 , 5'0 2 3 • 8 • 0 \ 4 8:1.G .• o 3.o.8.98 4 .,.~966 + · 528'6'.4 16148.8 ··· ~---~ · ·., · .. -it~;:-8 · _.·:·.:..g:g:: :'.~i~·:··"· -¥2.:· .. ~ ·{.'. ~ ~~i·.:· ~ ) ... 4tt~ :t -: ·. 16148: g .. ~----.jJ~·:8 ·18::§: .. ·.:lt :._ -!5gg. -~/-iir~:r·-· .. ~l~l§:~ ,9 :81(5.0: 30. 898 7. • 9.(5·6 ..,. · 1762 .• 1 . : • 0 tr .10 '816 .·O · · 3-0. 898· · 8 ·-. 9,66 . · + ;.~--587. 4 22909. 5 .,,._ 11 ·· 8·,16.o · · 30-.898-v4· · .ooo· -· ··--··816.0 22909-.5 I 1~ .. -8·16-.-0 · ·3'0.898-.·8R·-· :•966 .. _+. _ 587.4.. . .O : 13 81.:..1.:2-·~,-30.898 7R· · :-.'966 --.1762.1·· -21219.3 i 14 9.64.2 3-0.898 V5 .ooo .. -· 816.0 212.19.3 ..... 15 ...... 561.0 ... 30.898 6R .966c .. -l:--2936.9 . ·.O 16-. .. .O: · • 000 ·. --: :5R .... -.• 9'66 · .,. ___ ,;_ .... 4111 •. 6 16148. 8 · 17. .O· .OQO· . V6 .o:o·o·· -. : 816.0 16148.8 -18 .o ~000. 4R" .Q.66 + ..... 52'86.4 .o 19 . • o • o 0 O 3R -1 .-9 7 8 5 o 2 3 • 8 . 1oO78 • 8 ·. 20 .O .000 2DR l.931 -1085.8 10578.1 21 .O .000 2R .515 ·+, .11898.3 .O ' ', ,;· · .. · . . ,., ...... ~ ". ,. :, . , ' . . . " . --.; ,.._. -•. ,, -·. • ..... ·• \ ., ..... • ....... . ,.. -~-~ . ·.-~ ::·' :-. ~---:-. ,7·--~~: -:··\'-? .r ;>,-· :· .<.· .. ·,:_:;:' ';'of .. --. -:'-.. ' ...... , -\-,. ' ' .... ,_ . :. ... ·. ,_,:. . .. .. . .... : :::·.\?~:-~-::.:_.;::.·?>~·r • ~, ' • ' • • • •• •• ·, ~ : • :.: • • • • ... • '·,: I-_ •, •• ' -~ ~:--' .. .. , ~ . ; -~ . --· . . : :. .' .. AXIAL ·to BOT· CHORD .·'O . .o 12345.9 . ; 0 . .• o-.. , 19106. '6 .... , · ... . . • 0 .· .• 0 22-487 ,. 0 .... • 0 .o 22487.0 • O· • 0 19106.6 .. ~ 0,. .o 1234·5. 9 · .o .o ~ 0 . . •,·.·· ...... -.. -. ·-. -. ·-· ... :. . ' ,· ', .. . ,; . PURITAN-BENNETT 94-9-· 432 LIST· 32· T57 .. --------------· - •• May 18, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP .. L VAR PANEL MP - INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 9993.8 9993.8 9522.1 9522.1 21644.2 21644.2 9522.1 9522.1 9993.8 9993.8 AXIAL MOMENT RATIO UNI LOAD .3331 -4613.5 .5252 4079.8 .3174 -4613.5 .5406 332.1 .7215 -2176.0 .9426 1088.0 .5406 332.1 .3174 -4613.5 .5252 4079.8 .3331 -4613.5 • BENDING STRESS 16197.7 5443.6 16197.7 443.1 7639.7 1451.7 443.1 16197.7 5443.6 16197.7 BENDING RATIO .5399 .2785 .5399 .0188 .2547 .0641 .0188 .5399 .2785 .5399 COMBINED RATIO .8731 .8036 .8573 · ·. 5594 · .9761 1.0066 .5594 .8573 .8036 .8731 SEC DESCRIPTION TC 22 L 2 X 2 BC 22 L 2 X_-2. AXIAL LOAD K KL/R I FLRS LENGTH 39-7 1/4 30-5 1/4 BC SEC 22 X.137 X.137 -22910. 1.00 40.3 22487. 1.00. 161.3 Dfsc~IPIIo~ ·x.137 AXIA~1~!~~ss ?~~§ BOTTOM CHORD EXTENSION= 0-7 0/0 506.lDEV 6 155.6REQ 0 330.7REQ TL L/360 LIVE LOAD DEV= 312.2 PLF, L/240 LIVE TbTAL LOAD FOR DEFL = 306.0 PLF. LOAD DEV= 468. 3 PLF --------------------**END PANEL DESIGN** --------·-----------AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 10578.1 1.00 70.5 1 2D 3-10 0/0 5 0/0 RIGHT 10578.1 1.00 70.5 1 2D 3-10 0/0 5 0/0 --------------**WEB DESIGN** STEEL FY = 50000. PSI. MIN.VERT SHEAR= 1502.1 LBS. --------------END REACTION= 6008.4 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION -Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-1/4Xl-1/4X.111 2 1.00 174.5 + 11898.+ 15911. 7 .2X .111 10.8+ .OB 2D 18 L1-1/2X1-1/2X.145 1 1.00 117.9 -1215.-4447. 2.0X .137 3.3+ .o 3 22 L 2 X 2 X~137· 1 1.20 104.7 -5024.-7034. 2.5X .137-4.1+ .• 0 4 8 Ll-1/ 4Xl-1/ 4X.111 -1 1.00 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .o V2 8 Ll-1/4Xl-1/4X.111 1 1.00 125.4 -931.-2519. 2.ox .111 3.1+ .o 5 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6279. 2.ox .137 4.8+ .o 6 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o V3 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -931.-2519. 2.0X .111 3.1+ .o 7 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2163.-2205. 2.0X .115 4.0+ .o 8 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180~5 + '2163.+ 7955. 2.4X ~111 3.6+ .o V4 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -931.-2519. 2.ox .111 3.1+ .o 8R 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180.5 + 2163.+ 7955. 2.4X .111 3.6+ .o 7R 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2163.-2205. 2.0X .115 4.0+ .o V5 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -931.-2519. 2.0X .111 3.1+ .o 6R 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o 5R 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6279. 2.0X .137 4.8+ .o V6 8 Ll-1/4Xl-l/4X.lll 1 1.00 125.4 -931.-2519. 2.0X .111 3.1+ .o 4R 8 Ll-1/4Xl-1/4X.lll 1 1.00 180.5 + 5286.+ 7955. 3 .2X .111 3.6+ .o 3R 22 L 2 X 2 X.137 1 1.20 104.7 -5024.-7034. 2.5X .137 4.1+ .o 2DR 18 Ll-l/2X1-1/2X.145 1 1.00 117.9 -1215.-4447. 2.0X .137 3.3+ .o 2R 8 Ll-1/4Xl-1/4X.111 2 1.00 174.5 + 11898.+ 15911. 7.2X .111 10.8+ .OB '. ·.. -~-.. •• ,; . ' .. . .. · , -· ·.· ' • • ···PURITAN-BENNETT· . ":94-.9..: :·432 LIST: :32· T57 . . ... May, ·18,. 1990 . ·~ '.:.~ .. ,. .. ':~ -. .... ,,., ' ' . ~-----------------------~ **BRJ;I)GING REQUIREMENTS** · TC..,RYY-:--i:222~-BC-RY;;r: 1 .• ·222, WLEN/ (Tc RYY) = 33·5. 534 WORKING. LENGTH = 39. 271 FT . . BRIDGING SPACING S:TANDARD 4T 13. 090 ·FT FOR ;:! :ROW(S) OF H-BRIDGING. --~----------·-----------·NOTE: . END. PANEL SHORTENED DOE TO . ·. ,_· .. -:-'SL\O.PE;· .QF: WE:B· W3:/W3l~-.·,·: .' ·.·> .. • • • • • 7 • ' i'.; .. ·. . : . . ·--· -· '·,' . . .. ("'\" · ... ., ... ·,.· . "';: . : ' i. ·. "-. . . . -~ ~ .. ·, ':. -~ ·-. . r ·. • . ... , .. .,,·, '1· I ' I ., . ..,' .· ........ ·-' ;- . :, .. __ .''.I } , .. , ..... -.... , ,; . . . . . . -'~ '• . . . ... ---.... ~ . ~ •· -'-*'··' --. -,-.1 • .,.,. ~ '· ' . ~·---~· /, .,.·. .-.. .. . . . .. • .· .. ·.··· . ., .. : ·:--.~, •..:.,. -.. : ;.· -_., ~ . . -· ' • • PURI.TAN-BENNETT May 18, 1990 94-9-432 .LIST 32 T58 32LH 306 39' 11-1/211 · ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 39-11 1/2 13.2 1.28 TL .40 LL -**LOAD CRITERIA** -----------------TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Lt240 **BASIC DIMENSIONS** LEFT RIGHT . LEFT RIGHT _ WK LENGTH , END PANEL . END PANEL 39.6250 -5-4 0/0 5-4 0/0 .VAR DIM . VAR· DIM-· INTERIOR PANELS 1-3 3/4 · 1-3 3/4 .· 5 AT .5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-0 0/0-4-0 0/0 .. ·DEPTH DEPTH DEPTH LEFT · CENTER RIGHT 32 0/0 32 0/0 32 0/0 (ACTUAL) 30 7/8 30 7/8 30 718 (EFF) **TRUSS ANALYSIS** ------------------.EFF WEB. WEB pp · LOAD-LBS-· DEPTH MEM SLOPE 1 586.5 30.894 2 -.498 2 991.3 30.894 2D -1.931 3 812.8 30.894 3 1.962 4 816.0 30.894 4 -.965 .. AXIAL "LD IN WEB + 12278.5-1116.4 5034.0 + 5286.7 5 816.0 30.894· V2 . ·· · • 0 0 O · _: -816.0 6 .. 816.0 30.894 5 .965 . 4111.9 7 816.0 30.894 6 -.965 + 2937.1 8 816.0 30.894 V3 .ooo 816.0 9 816.0 30.894 7 .965 1762.2 10 816.0 30.8.94 8 -. 965. + 587.4 11· 816.0 30.894 V4 .ooo 816.0 12 816.0 30.894 8R .9,65 + 587.4 13 812.8 30.894 7R -.965 1762.2 14 991.3 30.894 V5 .ooo 816.0 15 586. 5 . .30.894 6R .965 + 2937.1 16-.o .000 SR -.965 -4111.9 17 .o .000 V6 .ooo 816.0 18 .o .000 4R .965 + 5286.7 19 .o .ooo 3R -1. 962 5034.0 20 .o .000 2DR 1.931 1116.4 21 .o .000 2R .498 + 12278.5 . AXIAL LD AXIAL LO TOP CHORD· BOT CHORD 10989.7 .o 10476.3 .o .o 12762.6 16566.0 .o 16566.0 .. 0 . o-. 19524.2 21637.2 .o 21637.2 .o .o 22905.0 23327.6 .o 23327.6 .o .o 22905.0 21637.2 .o 21637.2 .o .o 19524.2 16566.0 .o 16566.0 .o .o 12762.6 10476.3 .o 10989.7 .o .o .o . , ' . ' ' . : : ..• :: :_:-," ·.··. . . . . , ~ . . .~· • I ••••• ... ·PURITAN-BENNETT · · .:9-4.,;;.9--43.2 .. ' .. LIST·· -:3'-2 · ·· . T58. . , .. **CHORD DESIGN** · STEEL ·FY .5000·0. PSI ---~-~~-~-~~-~--AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO-· UNI . LOAD STRESS RATIO RATIO . L. 'END PANEL PP '9638 •. 4 • 32·1:3 ,_;50-19. 6-1639·8 .1 • 5466 • 8679 LEND PANEL MP 9638'.4 .5·068 446-8 .• 4 5603.7 .282:4 .78.92 L VAR PANEL PP. . .918.8·-.-2 . ..3063· -501-9. 6 . '16398 .1 • 5466 .. · • 8529 -·-··· L·:VAR:·PANEL···MP: ·. · ·918·8' 2"··--· -·-5113·,· .,·,·.,.· 2,67' 3··· .... _.. 33·5 2 ··· · ·.013:6· .• 5250 .. · '. :.: -~:-··,.IINNTT-· PP_¾_·NNEELL·' .MPPP -.· 2.04,59 .. :~4-·: .. :· ... ·:: 6:8'2:0'.~:.· .. · -:-217:6.: o·: :,,. '7108: 5: .•• 2 0 ,. 5 3:7 75 c) .. -••. 9 9 _1 1 8 8 9 6 .n 2:045,9. 4 ,. ·8·6J:1 · 1088. 0 1364. 4 R VAR PANEL MP 9188,.2 .51J.3. 2'67.3 335.2 ~0136 .5250 R VAR PANEL pp. 9'188-. 2 ·• 3063 -.50.19. 6 16398 .1 .. 54_66. • 8529 R END PANEL MP 9638 .4 • 5068 44:68. 4 5603. 7 • 282•4 • 7892 R END PANEL PP 9638·. 4 • 3213 ·-5019. 9 16398 .1 •. 5466 • 8679 ._.:"··:~·-·sEC>DES.CRIPTION ' .. · .... -AXIAL.LOA'D''-i(: KL/R I .. FLRS .·· LENGTH'' : ... TC' 23 L 2· X. 2. · X.148 .... 233,2:8, .• 1.00 40-.4 .. 524.SDEV . .2 39-11 1/2 .::::.: .. _B.c .. ,.22· L, 2 -X-'2' .. X.-13;t':--.~-:.:.:'.2:~!;)'05.~·:_.l.·00.·161~3::,.-. -½~§:~~i8'TLo.·. 30-,5 :l"/2 '·-·:,_..,·~:.' SEC DESCRIPTION.:· .. -AXIAL.~·STRESS CBRMP-.. . . BC. 22· • ri· 2 X 2 'X.137. . . ''22039 •.. :7'346 . -BOTT.OM CHORD EXTENS'ION == o.;;. 7 Oto. . Ll 3,6 0 ~IVE L_OAD . DEV = ~ 315-~ 1 ._ PI,il!', . L/ 2 4_ .0 LI\7:E LOAD ~-... ,._ TbTAL LOAD FOR DEFL ~, ~ 3Q6. 0 PLF, •. ,, . ~-. ,: .... -·~-.;.,---.,.:.-----,.-----.:.,.;..:._·_ ' . . . . ' . ' ·, . .. . ,' . . ' . ' ~*END· PANEL OESIGN** . DEV= 472.7 PLF -------~-----------~--~-AXIAL LOAD K KL/R FLR WEB TO END BAS-EL NGM NGM B. DEPTH LEFT 10989.·7 1.00 73.8 1 2D -4--O 0/.0 . 5 '0/.0' RIGHT 10.9$9.7 1.00 ·73.$ 1 2D. 4-0 OZO ·5 0/0 ,_ --. -' -' . ----- ·**WEB---1:>ESI'GN'*'* .. $:TEEL. FY -:::::'5.0·00:0· •. P'SI ~-: MIN VERT ·sHEAR = 1515. T LBS. , . ·-~· --. _.:._ .:..~--;...;.. ___ ~· , • • -.:. -: .·--· ••• --:--.,' .. ~ ... ~7-~~ ...... ~-.. ·END--REA:CT!ON = 6062 __ .,6 LB·s. . -· · · : -_ REQ: .. -DEV . REQ FILLET AVBL . WEB' NO 'DESCRIPTION. Q K · ··.KL/RAX LOAD AX LOAD WELD SI'ZE WELD SLOT 2 8 LJ,-1/4Xl-1/4X.111 2 1.00 179.1 +·12278~+ 15911. 7.4X .111 10.9+ .OB 2D 18 Ll-lj'2Xl-1/2X.145 1 1. 00 ·_117. 9 .-· · 12·48 • .., 4448. 2. OX .137 · 3. 3+ •. 0 3 -22 L 2 x· 2 ·x.1a1-: 1 .1.20 -104.·9···,-·· ,5034_.,,.: 101a. ·2.5x .137 ·· 4.1+ .• o 4 -a_-L1-·1f4X-1~·1/4X~ 111: ,.· 1:·~·1. 00 · 1$,Q .• 5 +_=· 52'87. + -7955. ' 3. 2X .111· 3. 6+ ·• O V2 8 .. L;L-1/4X1~1/4X.l!tl : .. : .. 1 .1.00· 125.-4 ....... 933.--· 2520. 2.0X .11:t.· 3.1+ .O 5. 22 L · 2 X. 2 X.137 1 1.00 112-.1 _,·.·4112.-6'280. 2.ox .137 ,4.8+ .o 6 8 Ll-lj4Xl-1/4X.~11 · 1 1~00 180.& + -2937.+ 7955. 2.4X .111 3.6+ ~O V.3 a. L1-1z4·x1"!'1z4.x.111. · 1 1~00-125 .• 4>-· 933.-2s20 •. 4'2.0x .111 3.1+ .0 'T 14 Ll-1Z2X1-·1z2·x.115: r 1.00 .149.9" -.-···2182_ • ...-·. 22·06. ": 2.~0X .115 4.0+ .O 8 8 Ll•lZ4X1-1/4X.111 11.00188.5 + 2182.+ 7955. 2.4X .111. 3.6+ .o V4·:·. 8 Ll,..1Z,4Xl-J.}4X.111 -1 1.00 12·5.4';.,.. 933.-2520. 2.ox .111· 3.1+ · .o SR 8 Ll-,·1Z4Xl-1Z4X.111: ·11.00 180.5 + 2182.+ 79'55. 2.4X .111 3.6+ .o 7R 14 Ll-·1Z2XJ,-1,Z2·X.ll5 .. 1 1.00 149.-9 ... _ 2182.-2,206 •. 2.0X .115 4.0+ .o . V5 a L1-1z4x1-,.1z4x. •. 111. 1.,1 •. :00 125.4-"'." 933.-. 2520. 2.ox .111 3.1+ .o . 6R · ,8 Ll-lp4·Xl-1Y 4X •. lll 1 .1 •. o·o .18.0. 5 + .· 2937. + 7955. 2. 4X .111 3. 6+ •. o 5R 22 L, 2 X 2 X..137. 1 1.0.0 112.1 -4112.-6280. 2.ox .137 · 4.8+ .o V6 8 Ll-.1/.4Xl-1/.4X~lll 1 l .• '00 125.4 --. 933.-2:520. 2.0X .111 3.1+ .o 4R 8 L:J,.-1/4Xl-1/4X.111 1 1.0Q 1_80~:i +-5287.+ 7955. 3.2X .111 3.6+ .0 3R 22 L· 2 X 2 .X.137 1 1.20 104 •. 9 5·034 .• -7018. 2.5X .137 -4.1+ · .O 2DR 18 L1-1/.2Xl-1/.2X..145 1 1 ~ 00 117 •. 9 -1248. -4448. 2. OX .137--3. 3+ • 0 2R '8 Ll-li'4Xl-li'4X.111 2 ··1.QO-1'79.1 + ·1,2278.+ 15911. 7.4X ._111 10.9+ .OB -···.•., .; ·-.r·· .. -· ....... _ ...... -. ·.,, ! : ~:~ ... ~--: .-..:, .. .----; :~: ,', :·: .. ~·· ' .. ..... ~--•:;, ----~ .. ~-. ~;:- ' ' ~ ' ' .. ,, .. "'~ ... . /~-~-... ,,.. ..... ' ·~ . . -... -· ...... . ., • "$, , • ', ' •• 'f •, ..... - ... ~. !,,-• • • • ' .. ~ ;-.. '•, ·: _·: . --.:: .. :"'·. -' - ' ~-: ',•: ·: '· .~._., .. , ' ·:,:. . , :PURITAN-BENNETT 94-9-432· LIST· 32 T58 • **BRIDGING REQUIREMENTS** ------------------------- • May .18, 1990. TC RYY = 1.225, BC RYY = 1.222, WLEN/(TC RYY) = 388.169 WORKING LENGTH= 39.625 FT BRIDGING SPACING STANDARD AT 13.208 FT FOR 2 ROW(S) OF H-BRIDGING. -------------------------NOTE: END PANEL SHORTENED DUE TO SLOPE OF:WEB W3/W3R ··-• . PURITAN-BENNETT .May 18, 1990 94-9-432 LIST 33 T59 32LH 306 39' 11-5/8" -------------------------· ----------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 39-11 5/8 13.2 1.28 TL .40 LL -·. **LOAD CRITERIA** · --· ----·---------TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **BASIC DIMENSIONS** . · LEFT . __ . RIGHT LEFT ---RIGHT .WK LENGTH-END PANEL _END PANEL 39.6354 5-4 0/0 5-4 0/0 VAR DIM -VAR DIM INTERIOR PANELS 1-3 3/4 1-3 3/4 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-0 0/0 4-0 0/0 DEPTH -:· -· DEPTH DEPTH LEFT CENTER RIGHT 32 0/0 30 7/8 32 0/0 30 7/8 32 0/0 30 7/8 ~ACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------. EFF WEB . -WEB -PP-~ LOAD-LBS DEPTH MEM-SLOPE 1 586.5 30.894 2 -.498 2 992.1 30.894 2D -1.931 3 813.6 30.894 3 1.954 4 816.0 30.894 4 -.965 5 816.0 30.894 V2 . ' .000 6" ·---. 816.o·· 30.894" 5 .965 7. 816.0 30.894 6 -.965 8 816.0 30.894 V3 .ooo 9 816.0 30.894-7 .965 10 816.0 30.894" 8 -.965 11 816.0 30.894 V4 .ooo 12 816.0 30.894 BR .965 13 813.6 30.894 7R -.965 14 992.1 30.894 V5 • ooo· 15 586.5 30.894 6R .965 + + -+ + + -+ 16 .o .ooo 5R -.965 .. -·17 .o .ooo V6 .ooo 18 .o .000 4R .965 + 19 . 0 .000 3R -1.954 20 .o .000 2DR 1.931 21 .o .000 2R .498 + AXIAL LD AXIAL LD AXIAL LD IN WEB ·· -TOP CHORD BOT CHORD 12282.0" -10992.9 .o 1117.3 10479·.1 .o 5039.0 .o 12774.9 5286.7 16578.3 .o 816.0 16578.3 .o 4111.9 .o 19536.5" 2937.1 21.649. 5 .o 816. 0 -21649.5 .o 1762.2 .o 22917.3 587.4 23339 .·9 J.0 816.0 23339.9 .o 587.4 .o 22917.3 1762.2 21649.5 .o 816.0 21649.5 .o 2937.1 .o 19536.5 4111.9 16578.3 .o 816.0 16578.3 .o 5286.7 .o 12774.9 5039.0 10479.1 .o 1117.3 10992.9 .o 12282.0 .o .o . . . ~ .~ ,,· . ' .• J ' ' ' ' ~· : ' .. · ........ · .. · ... : • ~ •' ~, L-, ), ·,. ·~ ~, ,lo• •, . . . -. •••• , '.. · .. PURITAN-:-BENNETT: -_94.:..9-:-: 4,32 LIST· ·33. ··;··· :··· ·. May 18, ._ 19'.90 T59 . -----· ---. --**CHORD DESIG:N** STEEJ:.i FY = 5·0000 •. P$I . . ' . ----------------. . AXIAL AXIAL MOMENT BENDING $.TRESS RATIO UNI LOAD STRESS . 'L 'END PANEL .PP -· 9·641.~ 2 · • 3214 -5021. 7 16404. 7 LEND· PAN-EL MP 9641.2 .5069 4467.6 5602.6 , L .VAR PANEL PP--9190. 6 • 3.064 . -5021 •. 7 -16.40.4. 7 ·. L .VAR-PAN,EL· MP'.,· · 9·1.9.Q .·6 , ...... :.'.-5"122 ·:2,74. 6." 344. 4 ... INT PANEL-: pp:···· 2·:0470"~ 2-... _. '·; ~ 6823 ... ...;21.7-6 •. 0 7108. 5 INT .PANEL MP '2047'0~2. . .8616 10.S8.0 1364.4 R VAR PANEL MP 9190.6 .• 5122. 274 .• 6 344.4 R VAR PANEL PP 9190.6 .• 306'4 -502·1.7 16404.7 REND PANEL MP 9641.2 .5069 4467.6. 5602.6 REND PANEL :\?P 964.:i.2 .3214 ..,.50.21.7 16404.7 BENDING RATIO .54Ei8 • 2824, .·5468 :,:-~½1--8·· .0575 .0140 • 5'46-8 • 282.4 COMBINED RATIO .• 8682 .7893 ... 8532 .' ·. • 52,63 .. : • 91:93 • 9:190 .5263 : ~~:~~ • 546'8. • 8682 FI.RS-_. · LENGTH ... , .... SEC DESCRIPTION .. ·> _; : · .. :: AX+AL LOAD . K ·-· . KL/R · · I ·, :.TC· .. 23 L ·2 · X .2' 0 X.148,. · . ·. 23340· .• · 1. 00-4.0-. 4·. · . 524. 8DEV .-: .. ,: .. Be .. 22 ·.:.L .·,'2··:,X ~-2 .. ·.X •. 137.·: · · · :22·91.7 .•. 1;o_o .. 1'61~3:· -160.0R,EQ" , · . : · 3 4 O • OREQ · 2 · 39..,.11 5/.8 .:. o ·. -. 30-:-.5 .518. TL. _ · 1 : • .SEC~ DES.CRIPTION: :_.,.. · AXIAL. STRESS ;CBRMP. : : BC 22. L. 2 . X 2 X.13.1:-. 22051.: . ~7:350 BOTTOM CHORD EXTENSION= 0-7 0/0 . ___ .... · L/"360 LIVE LOAD DEV_~-314.9 PLF, L/240 LIVE LOAD DEV = . -··· TbTAL LOAD FOR_ DEFL -3·06. Q .PLF.. _ .. . ----·------------. --. -·· '· . *'*END P.ANEL DESIGN** : : ' .. , --_.·. ,' ---. _,. -· , __ .... AXIAL LOAD K LEFT 1·0992 •. 9 '.L .• 00 _ RIGUT . 10992. 9 1~ 00 · KL/R 73.8 ·73.8 TO END BASEL NGM NGM -4-O ·0/0 . 4-0 0"/0 472. 3 PLF B. DEPTH 5 0/.0 .5 oro "**WEB, 'DESIGN*~ . S';i:'EEL· JrY ·=: '5()000 •. J;>ST~. · MIN VERT "SHEAR = .. 1516 .1 "LBS;· -. ·r·--, --------------,.; ·' · · · ·. :. · ·.··. · · , • ... · · END· REACTION =· · · 6:()64. 2 LBS-•. · · · · · · . · -. · .. · . , ·" · : .. ' · . . · · · . ,REQ· -· : . :DEV REQ. FILLET AVBL - ,. '''WEB NO: ·oESCRIPT'ION· ·. · ~· .. ···· 'Q· .K : ,KL/E AX LOAD· AX LOAD WELD ·sr-zE;· · "WELD SLOT · · ~ _8_Ll-1/.X1-1/.4X.ll1 · 2 1.00 179~1 + 12282.+ 15911. 7.5X .111 l0i9+ .OB · 2.D 18 I.i1-1/2X1--1"/2X.145-1 1 • .00 117.9---12-49.-4448. 2.0X •. 137 · 3.3+ .o , .. 3 , 22-·L : 2 . X 2 X. 137 ·.· -:1 1.·20: 105-.·0--···: 5039·. -· ··701·0. 2. SX · .13T .. 4. 1+ -. 0 ' : 4 8_.t1:...1/4Xl-1/.4X.111-1··1.00 ·1a0.5 + · 5287 .• + 1955.. 3.2X .111 ·' .. 3.6+ •. o ., . V:2 .. 8 .. -Ll:-1/4X1-1/4X.111:.-:--· 1 1.00 125.4 -933.~. 2520.. 2.ox .111 3 •. 1+ •. o 5 22 L 2 X 2 X~137 1 1.00.112.1 -4112.-· 6280. 2.0X .137 4.8+ .O . 6 a L1-114x1-11.4x.111. 1 1Aoo 180.s + 29~1.+ 19ss. 2.4x .111 3 .• 6+ .o ·V3·. ·8~·Ll-1Z4X1~1}4X.11-c1' 1 1.00· '125.4 -93.3.-2520. 2.0X •. 111 3.1+ .O 1 14-L1-1z2-x1-:i,,z2x.1rs~·-·· 1· L.frn·149_9 ·-21a3.-· 2.206. 2.ox .115 4.o+ .o .8 8 L1~1z4x1-1z4x.111~ 1 1.po 180.5 + 2183.+ 7955. 2.4X .111 3.6+ .o V4. 8 L1-1/4X1-1/4X.111 · ·:t, 1~00 12·5.:4, ·,.;. 933.-· 25-20 •. 2.0X .111 3.1+ .O 8R · 8 L1-1z4x1-1z4x.·1.11 .. J., 1 .• 00 -JJ~o..5 +. :21·83.+· 7955. 2.4x .111 3.6+ .• o 7R 14 L1-1/2Xl-1Z2X.115 .. , .. 1 1 .• 00 149,.9--. 2183.-2206. 2.0X .115 4.0+ .O . . vs· 8· L1 . ..;.1z4x1-·1z4.x •. 1.11_ -.1 1. .• 00 125.4 -. 933.---2-s20. 2.ox .111 3.1+ .o _qR 8 Ll-:-_1/4Xl-1/4X.111. 1.1.00 180.5 + 2937.+ 7-955. 2.4X .111 3.6+ .O 5R 22 L 2 X 2 X.137 1 1.0& 112.1 ~ 4112~-6280. 2.ox .137 4.8+ .o V6 .8 Ll-1/ 4x1~114X •. 111 . '1 1. 00 12:·5. 4 -· 9.33 • .;.. 2520. 2. dx .11.1 3. 1+ • 0 \ 4R 8 Ll-1/4Xl-1/4.X •. 111 1 1.QO .18:0.5 + 52.87.+ 7955. 3.2X .111 3.6+ .O 3R 22 L 2 X 2 X.137 11.20105.0 5039.-7010. 2.5X .137 4.1+ .O , 2DR 18 Ll-1J.:2x1-11.2x.14·5 · 1 1.00 111~9 -12-49.-· 4448. 2.ox .137 3.3+ .• o .\. 2R 8 Ll-1/4Xl-1/4X.111 2 l,~00 179~1 + .12282..+ 15911. 7.5X .111 10.9+ .OB .... . --~ ~ ._. • • • ...-' _,_._ :: ••• 1 ,., •• ~ •• .; • --• ~ ..... • • • --~, -".·. 4 .. ,· ';;--' .. ' . '.-.-' . ,' . ' ' ... ~' . :: -' . . ·~ . -- ,. ' ~. ,· • • +<\:"-~,.,..,,.,..__, < ,,,.n,•• ' • ...... .-.... -'.j PURITAN-BENNETT 94-9-432 LIST 33 T59 • -------------------------**BRIDGING REQUIREMENTS** ------------------------- •• May18, 1990 TC RYY = 1.225, BC RYY = 1.222, WLEN/(TC RYY) = 388.271 WORKING LENGTH= 39.635 FT BRIDGING SPACING STANDARD AT 13.212 FT FOR 2 ROW(S) OF H-BRIDGING. -------------------------NOTE: END PANEL SHORTENED DUE TO SJ;.,OPE OF-WEB W3/W3R ._ .... -· ' . ~-' . . . ... .. • ,, : PURITAN-BENNETT . . . ... .. . . . .. May .. 18-,.··-1990 .-... 94,-9-43·2 ·. LIST '.:3_3_ ...... , . '· · · -· :_ · ;. · T60 ·32LH 30.6 39r · 11-1/21r ----------------~--~----~~--------------~-----;...~------------------------------.--** LONG SPAN JOI$T .DESIGN REQUIREMENTS**. ,SJI SPECS VULC~FT ENG DEPT** ---.-~----------...... --... BRroGrici---~i;EFT~ENb~RGHT~ENn _________ icTuii:-nEFL~-------- . ~~:,6g . ~~-t!N!J~ SPf~:JG STANDARD S'rAN:PARD I~?~f$TL .40 LL --------~ . --------. ' -· :-/· ·W*~OAD, CRTT_ER:IA:*. *. .. • , (, •, • ,· • • 'T , • ~ < , • ,_ ~-: >', ;, • I • • > • • , ' , • • ·•• • ·,------~---~---~--. .,.;.._~., .... ; .,.:: ~-:->,~ :-·---:.-·<" ....... .. . TO.TA:L LOAD = .. 306. PLF, LIVE. L0.2\b··:;::: LIVE LOA]) 'DEF~ECTION SPECIFIED AS L/360 . !~!:' ... t~~~-2~!:'~~!!~:: SPECIFIED AS L/ 2-4.0: :**BASIG DIMEl'fSIONS**·. -' -. --------------------,. ' ... --' . ·.~ 96. PLF. ·· --" ·· · · LEFT RIGHT· LE·FT· · · '. .·· RIGHT · ':::,'.WK LENGTH .: .. END .PANEL END· PANEL, _:_-'·~_VAR-. DI::M .c:-::-VAR. DIM-INTERIOR PANELS • ___ ..._:__ •2 -35f.-6~--50 ·-· · 5,..... 4 0/0 -5-: 4 0/0 1-$ _3./4 . 1-3. 3/4 5 AT 5-.4 0/0 l ! LEFT TC._ RIGHT TC END PANEL END PANEL 4..,. ~ 0/0 4-0 0/0. £._. ·DE·PTH ·: :.DEPTH . DEPTH·. LEFT .·. CENTER RIGHT ·3·2-0/.0 · 32 OJ.O· ;32 Ol.-0 (ACTUAL) 30 7/8 ~o 7/8 ~o 7]8 (EFF) -,-, .·-'------. ' ----i . **TRUSS ANALYSIS** . . ~ ' '. --,.------~---,.------.. ' . . . -. . . EF·F . WEB . . WEB . . . AXIAL·. LD .. AXIAL LD . ·,: -~PP-,,-LO.AD-LBS. ,:.-':·DEPTH' · MEM .. ··SLOPE.. -IN :WEfB, · . TOP CHORD .\.· 1··-·. 586.5·,'30.894" 2 .;;,.4-98·.+.J:.22'78.5'' -.10989.7 'f .. ·2· _· -. 991~3 ... '30.894 . ·2D·" -;1_.931 ·-·-1116.4 · 10476.3 3 812 •. 8 30.894 3 1.962 -· 5034 .• 0 .o . 4 . 816.0 30.894 4 -.965 ··+. 5186.7 1~566.0 .·.i:·.·:' ·5-:· a:16.0 .'30 .• -894; -·-· v2--.• ooo~·-.---.· .. , .. 816:·o-~.: • ·-1656·6.o L _-· 6 -., 81•6,;0 ·-30·. 8-94 ... 5 . • 965' -...; :_ .. 4111. 9, • 0 : .. :. t· ~1~:-.8 .-18_:~§i .·6· .· -~Q6s .. ·.+ ._ ... 293-1.1 . .-: ·.21631.2 9 816 •0 3 . 0 __ . 894 V3 .000 · 816·.o :21637.2 7 .965 1762.2 .o 10' 8'16. o;/ 30 •. 894 ' .8· ..,. • 965 · + ·. ·. · ·58-7 •. ·4 .. 233.27. 6 . 11 ·· .. 816 ~-o· .. ·30. 894·· . V4 . • 000.. 816. 0 23327. 6 . 12 816 • 0' 3 O • 8 9 4 8R . -• 9,6 5 + 58'7 $ 4 • 0 · --·-13: · '812·.8' .3.0.-8:94 .. 7R . ..-.965 .1762.2· 21937.2 . ·14 . ·. 9'91.3 ·. '30.894 . vs ,• .ooo · 81'6.·0 · 21637 .2 15 . 586. 5 .. 30 .• 89·4 6R .965 + .... 29·3'7. 1.. . • O 16 .-0 .000 SR· .-.965 .,. .·."41'11.9 ,,'. 16566.0 ./ . 11 .,o • ,oo·-o . , 'V6· • 0:00 ·-.a-1:6 ~ .o ,~ -16'5.66. o 18 .O .000 _. 4R .965 + '5·286.7 · -.O 19 .o .000 3R -.,.,1.962 '.503'4 •. 0 10476.3 20 • 0 • 0.00. 2DR 1 .• 931 1116 .• 4. 10989. 7 21 .O .000 2R .498 + 12278.5 .O . --. ' . AXIAL LD .... BOT CHORD, .o .• ,b 12762.6 .o ..•. o· 19524. 2: ~o .o 22905.0 .• 0 ~o 22905.0 ... o ~o 19524.2 .o .o 12762.6 .-0 .o .o '• • :, • _., h • --:~.: ... h ... •::--·':·:~~·:-::;:~l:0:-:_ ... =-' •:,..·-... ;~ .... H· ,·;·~· ·, •: 4 O O ---,,. " , . . :..·.. . . ._, __ ,_ ....... -·---·· --···-----· -· . ~-•' . . ~ :·-···. ---__ -_ .. " -··, . -· .. ~ ... ' t,·: • ' ........ --- ,•--,~_---;· :~ .::.,·;,.7. : •. ,·-~:-~ _,: ~;. : •. / ~ ~. ,~ ---..... ~ -::: . . ' .· ·-....... "· · .. , ·_ : '. ·-:~· ·).··;/·;//~~-·_.":'<>:·:'.. :-;_/-?-·_.'.:·\: ~: :-·.'. __ ~-. -.... : ·. ·=· ... .. , ·_.· -~---·-:--· .. ··. '. :,__, ,.---,,. :_-......... ,.,,. ~ ,: .. ~:f;._~..;__.:~·_. .. -:. ... ·-···· .. ,,, ..... ,.,,. .......... ~.;! .. ,J,~·· •• ~-.~ • .., __ ... t • • ""·., ... "'-~ ~ f • -· ; • ,, -• ... 1 .,. '·: .... -· .... • • -.: PURITAN-BENNETT · · · .May 18, 1990 94-9-·432 LIST 33 . T60 **CHORD DESIGN** LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VER· PANEL MP. INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP STEEL FY AXIAL STRESS 9638.4 9638.4 9188.2 9188.2 20459.4 20459.4 9188.2 9188.2 9638.4 9638.4 SEC 23 22 DESCRIPTION TC BC L 2 X 2 X.148 L 2 X 2 X.137 = 50000. PSI AXIAL MOMENT RATIO UNI LOAD .3213 -5019.6 .5068 4468.4 .3063 -5019.6 ·.5113 · 267.3 .6820 -2176.0 .8611 1088.0 .5113 267.3 .3063 -5019.6 .5068 4468.4 .3213 -5019.6 AXIAL LOAD K KL/R 23328. 1.00 40.4 22905. -1.00 161.3 SEC 22 DESCRIPTION AXIAL STRESS CBRMP BC L 2 X 2 X.137 22039. • 7346 BOTTOM CHORD EXTENSION= 0-7 0/0 BENDING BENDING STRESS RATIO 16398.1 .5466 5603.7 .2824 16398.1 .5466 335.2 .0136 7108. 5 .• 2370 1364.4 .0575 335.2 .0136 16398.1 .5466 5603.7 .2824 16398.1 .5466 I . FLRS 524.8DEV 2 159.9REQ 0 339.7REQ TL COMBINED RATIO .8679 .7892 .8529 .5250 .9189 .9186 .5250 .8529 .7892 .8679 LENGTH 39-11 1/2 30-5 1/2. L/360 LIVE LOAD DEV= 315.1 PLF, L/240 LIVE TOTAL LOAD FOR DEFL = 306.0 PLF. LOAD DEV= 472.7 PLF **END PANEL DESIGN** AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 10989.7 1.00 73.8 1 2D 4-0 0/0 5 0/0 RIGHT 10989.7 1.00 73.8 1 2D 4-0 0/0 5 0/0 --------------**WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= ·1515.7 LBS. --------------END REACTION= 6062.6 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-1/4Xl-1/4X.111 2 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB 2D 18 Ll-1/2Xl-1/2X.145 1 1.00 117.9 -1248.-4448. 2.0X .137 3.3+ .o 3 22 L 2 X 2 X.137 1 1.20 104.9 -. 5034.-7018. 2.5X .137 4.1+ .o 4 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .o V2 8 Ll-1/4Xl-1/4X~lll 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 5 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.0X .137 4.8+ .o 6 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o -V3 8 Ll-1/4Xl-1/4X.·111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 7 14 Ll-1/2Xl-1/2X.115 1 1.00 149.9 -2182.-2206. 2.0X .115 4.0+ .o 8 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o V4 8 Ll-1/4Xl-1/4X.111 1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o BR 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o 7R 14 Ll-1/2Xl-1Z2X.115 1 1.00 149.9 -2182.-2206. 2.0X .115 4.0+ .o vs 8 Ll-1/.4Xl-1/4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 6R 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o 5R 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.0X .137 4.8+ .o V6 8 Ll-1/4Xl-1/4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ . 0 4R 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .o 3R 22 L 2 X 2 X.137 1 1.20 104.9 -5034.-7018. 2.5X .137 4.1+ .o 2DR 18 Ll-1/2Xl-1/2X.145 1 1.00 117.9 -1248.-4448. 2.ox .137 3.3+ . 0 2R 8 Ll-1/4Xl-1/4X.111 2 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB \·~ , . . •'. .. . -. . .. ' ' • • ' .... .' < ·- •• ' • • ,· • .,,; : •• •• u ·: . . . . ~; -. ·.· ·· -'.. PU;RIT;AJ,'T-BE~N-ETT .. -.-. . · ·:· 94,-9--432 · LIST·.'-· 33 .. :M~¥ 18, .: 199._0 T60 -. -------:---------~--~------:-----**BRIDGING REQUIREMENTS** -~-~~--~~~~~---~--------- • •• TC_ RYY = . 1. 2 2 5; )3C RYY = 1. 22 2 , WI;EN-/{ TC ~YY,) = 3 8 8 • 16 9 WORKING LENGTH= 39.62·5 FT . "BRIDGING s·PAClNG STANDARD AT 13.208 ";FT. FOR 2 .ROW(S') OF H-BRIDGING~ ----~-----------.-------·---, ... NOTE: .. EN:D PANEL SHORTENED DUE .. :TO: ... . ' • • • · c...; "SLAPE ·OF ·WEB 'W3/W3··R·· ,, · ··, -..... _ . . ' !,,,, . :;.· -• ' .. · : •, ·• . ~, . ' . i::.·:.',-;--~:-·,,1•'\. '--~ <--··.·-.·~: ·. ;-' ·-:,, '·_ ... -.. --··,:_,:::,;':.:-. -~.. • •• l ·,. • 1 ••• ,. 1·. , ! '-;" ·-· . , I:.:.~: . . . ,.;, . -. ~: -, .... : .. -.. · .... . ,,~ .... .•. ·. . ,:' ~ .,• --~-·_. , , ·. ~. ·-;~• ... -' ,' \ . ., .. ~ ·-· . "j. r •.,. _;I:,•,.,•. .' .=. ~.,. '.-:-:-. • • • :;~ '. .... • -; < ;' • • .. • •• • • ~ . .. ': '·' .,, :. -.. - . -.· ~:.::> ,'-" ·~ ··:.::,, -~-:-:-·\,-~·~ .. ~ '":._,:·.' -• ·-• -·· --.,. • .... _p --••• :..... . _.,.__ _,. ·-. ,. :-:~ • _;.., ~ ~ • • '--...._ -·7', .... ............ __ .. .,0-. ___ ., __ ....... ' . . ~ . ~· .;:_ . , ... -.,, ~-..:.:,-~ ,._ - ~ ,' . ,'-. . . .. ··~-~-' . ,. ~ . . , ·:··_.,., .., ,, ·•·-;-, . , ,-·., .· .. , .... ' ' ' •• :. ." " •• : ,· :.-:: • ~-, •. ,.' ''I -~ : ~,: ,-.l.-·~· -• •• • •• --• ~-. ~ ..... • .... :t :-: • • PURITAN-BENNETT ---94-9-432-LIST 33 May 18, 1990 . T61. 32LH 426 39' 311 ------------------------------------------------------------· -----------------** LONG SPAN JOIST DES-IGN REQUIREMENTS** SJI SPECS VULCRAFT ENG--DEPT** -----------------------·------------------------------------------------------BRIDGING LEFT END RGHT END DEPTH BS LENGTH DEVELOPED. STANDARD STANDARD 32.00 39-3 0/0 19.5 **LOAD CRITERIA** ------------------. -TOTAL LOAD= 426. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 ACTUAL DEFL POINT INCHES LOADS 1.61 TL REQ .13 LL CONCENTRATED 2.000 KIP(S) TOTAL AT PP 1 2 3 4 5 6 7 8 9 10 .. --11 12 13 14 15 **BASIC DIMENSIONS** -NOTE: .. BPECIAL. DIMENSIONS DEFINED---------------------. LEFT ·· RIGHT· WK LENGTH END PANEL END PANEL 38.9167 4-0 0/0 4-0 0/0 -LEFT VAR DIM . 2-3 1/2 RIGHT VAR DIM 2-3 1/2 INTERIOR PANELS 5 AT 5-4 0/0 DEPTH LEFT 32 0/0 _ 30 114 LEFT TC --_. RIGHT TC : END PANEL END PANEL 3-0 0/0 -3-· 0 0/0 DEPTH DEPTH CENTER RIGHT 32 0/0 32 0/0 (ACTUAL) 30 114 30 1/4 (EFF) _ **TRUSS ANALYSIS** ·-------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2390.5 30.293 2 -.659 + -2 3304.6 30. 293 -20: -2. 524:--. - 3 3269.1' 30.293---· 3 .. 1.102 4 3136.0 · · 30.293 -4 -.947 + 5 3136.0 30.293 V2 .ooo 6 3136.0 30.293 5 .947 7 3136.0 30.293 6 -.947 ·+ 8 3136.0 30.293 V3 .ooo .;.. 9 3136.0 30.293 7 .947 10 3136.0 30.293 8 -.947 + 11 3136.0 30.293 V4 .ooo 12 3136.0. 30. 293 .. 8R .947 + 13 3269.1 30.293 7'.R -.947 14 3304.6 30.293 V5 .000 15 2390.5 30.293 6R .947 + 16 • 0 .000 SR -.947 17 .o .ooo V6 .ooo 18 .o .000 4R ~947 + 19 .o .000 3R -1.102 20 .o .ooo 2DR 2.524 21 .o .000 2R .659 + AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD 37998.4 31735.1 .o ,_ 3554.5 _ 3·0426. 0 • 0 . · 23762. 6 . .o 45881.3 20527.5 60788.7 .o 3136.0 60788.7 .o 15965.8 .o 72383.3 11404.2 80665.2 .o 3136.0 80665.2 .o 6842.5 .o 85634.3 2280.8 87290.7 .o . _ 3136.0 87290.7 .o 2280.8 .o 85634.3 6842.5 80665.2 .• 0 3136.0 80665.2 .o 11404.2 .o 72383.3 15965.8 60788.7 • 0 3136.0 60788.7 .o 20527.5 .o 45881.4 23762.6 30426.0 .o 3554.5 3'1735.1 .o 37998.4 .o .o •,:· . ' .' . - -,.: •, .. : : "-. ,·,, ' ····: .. PURITAN-BENN,ET.T.. . ...... ··, ····.· .. May ,.18., .. 1990 ' .. _.>.94-9---4~32 LIST·:·33,.~-~.:._·:-.: · -~-~-·_".·,~--:·~ __ ... · ·· T61 . . - **CHORD DESIGN** STEE~ FY = 5'0000. PSI --~--------------AXIAL AXIAL · MOMENT BENDING STRESS RATIO UNI LOAD STRESS L · END PANEL PP 9873. 8 • 3'291 --5063. 7 3943. 5 LEND PANEL MP 9873.8 .4,2:69 · 2910.3 901.4 .L-VAR PANEL.PP . 94-(56 •. 5 .. , .• 3155 ..... -50.63.7... 3•943.5 --'"'L.-VAR ·PANEL M'P .: .. :· .9466. 5',:>· :~· •. 44:C:>1 ... '·.:· .-;.· 24'8·8. T: . ·.. '770. 8 .>' .'"INT'-PANEL .pp <=27158.'9··. ·, .905·3 · · .. · ..:3oz9',~3-. ·.· .. ~·2·3·59.2 . , INT PANEL MP 27158. 9 .• 9874 -, 1514. 7 469 .1 R VAR PANEL MP 9466.5, .44.01 · 248·8.7 77·0.8 R VAR PANEL PP 9466.5 .3'15'5, -5063.7 3943.5 R END PANEL MP 9873. 8 • 4269 2910. 3 901. 4 R END PANEL PP , 9873 .·8 • 3291 .;,.5063. T 3943. 5 BENDING RATIO .1314 .0321 .1314 . · • 0277 .' . , .• 078·6 .0169 .0,277 .13,14 .0321 .1314 COMBINED . RATIO • 460'6 .4590 .4470 · • 4678 ... 9839 1.0043 · • 4678 .4470 .4590 .4606 FLRS LENGTH . .. SEC DESCRIPTION . ·. ·':.·AXIAL. LOAD :·I{··:·: l{L/R I . . ·.TC. 46 L' · 3 · .X-3 · X. 281· · 8729,1·. :,,1. 0,0 : 27 .1. · .. 1480. 2DEV 2 . 3 9,.:.. 3 o Io . -::...Bc-:·46.,L -.,3 .. ,x ... .'3 ... X..·2,81 ·:·. ·.85634 .• · .. 1.,00108 .• 3--151.5REQ . . , . . . , _ · . .. . 12 2 4 • 2 REQ o. . .33-.o 0"/0 TL· -. . . · SEC DESCRIPTION ·. . · . ·AXIAL ~STRESS ·· CBRMP . ·. BC .46 L' .3 ·x ·3 X.'281, _ 27159. , . _-9053 -BOTTOM CHORD EXTENSION = 0-10 1/2 __ L/3.60 f.iI;VE LOAD DEV = · 938 ._2-PLF,. L/240 LIVE LOAD DEV = T.b.TAL LOAD FOR ·PEEL = _ 1164. O :PLF. , ... '. ( 1407.4 PLF ---' ---------------------· **END.PANEL DESIGN** ' ' -: ' .,, . ..... . -~ . ; -.. ---' . ,.. ' --------------------AXIAL LOAb LEFT . 3173'5 .1 RI·GHT . 3173·5. 1 K. 1.00 1.00 KL/R FLR WEB 57. 6 O , 2D 57.6 0 2D, TO ENb BASEL NGM 3-0 0/0 .3·-, 0' 0/0 NGM B. DEPTH 5 0/.0 50"/0 ______ • ____ .!"'"" __ _ :-~ .. : **WEB D~S'IG~** S'I'.EEt, 'FY = 50000 •. PSI.·· MIN VERT SHEAR = , -----..,.,..-...;...., ___ .,.. · ', ·· ·· ,., ----· · , · ... , · · · · · END REACTION = · · · · .REQ . DEV · · WEB NO ·DESCRIPTION-Q' . K ... KLJR l\X LOAD A:X LOAD : 2 , ~ 7 L 2 X 2 X. 1·8 8 2 1 • 0 0 8 9 •. 2 + 3 79 9 8 • + 4 2 9 9 9 • , · 2D 18 Ll-1/2Xl-1/2X.145 1 1.op·110.4 ~ 4024~-.5072. --· a 25-L · Z ·X 2 X.163 · Z 1.-00 · 51.8.-··23763.-22906. : , .... 4 17 · Ll,..,.lf.2Xl-1/.2X~.138 ...... 2 1. QO: · 95_.1 + 20527.+ 2-3697. · ·.'·.--V2--14 Ll-1/2Xl-1/2:X.115 1 1. 00· 102 .1. -· 3572. -4646. 5 17 Ll-1/2Xl-1"/2X~l38 2 1.00 · 74~6 -15966.•'15823. 6 22 L 2-X '2. X.137 1 .1.00 111.1 + 114·04.+ 15877. V3 · 14 Ll-1-/2Xl-1/'2X.115 · .1 ·1.,.00 · 102 ~ 1 3.572. -464,6. 7 .27 L 2 'X 2 X •. 188 1 l~0-0 111.9 -8469.-· 8546. 8 22 L 2 X 2 ·x.137 1 1.00 111.1 + B469.* 15877. ·V4. 14 .Ll-:-·1/2Xl-1./2X.115 · .· 1. 1.00 10:2.1 ... _3572.-. 4646. . : 8R 22 L 2 X 2 X.137 1 1.00 111.1 + 2469-+. 15877. , .. ·7R 27 L 2 X 2 X.J..88 1. 1.0.0 ·111.~ -:-... 8469 • ..,;,. 854€;. , · . \7.5 14 Ll-·1-/.2Xl-1/2X.115 l 1.00· 102.1 -·:3572.-4646. , : 6R 22 L 2 X 2 X.137' , 11.001-11.1 ~ 11404.+ 15877. 5R 17 Ll-1/.2Xl-1/.2X.138 2 1.-00 74 .'6' -15966. -15823. V6 14 Ll-l/2Xl-l/2X.115 1 1.00 102.1 -3572.-46A6. 4R 17 L1-1/2Xl-1/2X.138 2 1~00 95.1 + 20527.+ 23697. 3R 25 L 2 , X 2 X..163 2 1 •. 00 51.8 -23763.-28906. 2DR 18 Ll-1/2Xl-1/2X:.145 1 1.00· 110.4 -402-4.-5072. , 2R 27 L 2 X 2 X. 18 8 2 1 • 0 0 8 9 • 2 + 3 7 9 9 8 • + 4; 2 9 9 9 • r· ,•' 1, '. . . ··-.. ~ " . ·-,~ ' •., • • • C :,,., : _:, \ • ; •' ,, ~ ,' -· ....... :: -.:~·--:.:....·· -~ ". , ' -. ~ - :.,~,:~":.w".'~::. •"' _,,,.,.,_ . .,,..,,,: ..... _, ~:• ::~~;;_: ,: u.i .:·."~•bnl • ... ,. .. ~;-::, ~,_:,,,' .... ,;,'.· ... ' ... , . .. . ;, . , '... . -" . ' . ' ., . '; ~" . :; ' -'· .-· . • •,.-,;-... _.,;_ -...,.l .. '· -~~ • •• ..... • ... • • •-1 • 5822 .• 3 LBS~ 23289. 3, 'LBS'. ~EQ FI.LLET · .AVBL WELD SIZE WELD SLOT 13.6X .188 14.0+ .OB 2.ox .145 4.o+ .o 9.8X .163 12~2+ ·.OB 10.ox .138· 12.6+ .oB 2.lX .115 4.2+· .O 7.8X .138 12.6+ .OB 5.6X .137 5.9+ .O 2.lX .115 4.2+ .O 3.0X .188 5.9+ .O 4. 2X • 137 5 .• 9+ • 0 2.lX .115 4.2+ .O 4.2X .137 5.9+ .O 3.0X .188. 5.9+ .O 2.lX .115 4.2+ .0- 5.6X .137 5~9+ .O· 7.8X .138 12.6+ .OB 2.lX .115 4.2+ .O. 10.ox .138 12.6+ .OB 9.8X .163 12.2+ .OB 2.ox .145 4.o+ .o 13.6X .188 14.0+ .OB ,·· · .. PURITAN-BENNETT 94-9-432 · LIST -33 T61 -• **BRIDGING REQUIREMENTS** ------------------------- • May 18, 1990 TC RYY = 1.640, BC RYY = 1.640, WLEN/(TC RYY) = 284.742 WORKING LENGTH= 38.917 FT BRIDGING SPACING DEVELOPED AT 19.458 FT FOR 1 ROW(S) OF H-BRIDGING. -------------------------NOTE: 2D DISTANCE LEFT .EITHER SET OR SPECIFIED • . · NOTE: 2D OISTANCE RGH';r EI'rHER $ET OR SPECIFIED. . , . -"~ ' -•. , .. , -' . . :' ... -,' -' .. '~ •. -. . '. · .. ·· .··:, .May,.'.1-8, .. 19·90 . ~ . . . 39' 3 11 ' . . ' ' . . . . -------------------------------------------------------------------------------. -. . . . . . · ** .LONG SPAN ~OIST DESIGN REQUIREMENTS** SJI SPECS VULC:RliF':r ENG DEPT** -----~-~-----~~-~--~--~------~-------~-----~-~---~------------------~----~~---BRIDGING LEFT END RGHT. END ACTUAL DEFL POINT DEPTH BS LENGTH DEVELOPED STANDARD ~TAND~RD INCHES LOADS · 32~00 -3 .. 9-3 0/0. ·. 19.·5 1.61 TL REQ .13 LL -----------------~:\: ~~.LOAD: :Q:RJ;~:E:RIA~* .. '. :'·' .: .,:_:·. ,-· .... ,:.· ·~:··:······,.:-.---. ··.:· .. ·:.-: .. · : ·~ .' ... .-_ · · .ioTii:-ioio-:---42 6. · PLF, · · LIVE· LOAD = 9 6. PLF: LIVE LOAD DEFLECTION SPECIFIED AS L/3:60 TOTL LOAD DEFLECTION SPECIFIED AS· L/240 -~. _CONCENTRJ\TED_ 2~~DQ -~IP(S).TO.T~~:_'.~T PP . .';i.l ··l~ 1 J 11 l~ 6 7 . 8 9 .10 . . . --------------------. : .. -~*BASIC' DIMENSIONS** : .. · -.NOTE-:-.~:-.SPECIAL,·DIMENSI0NS .-DEFINED--... . -. ' ' . -' . -' . -. -------~---~----""!-----. . . . : . LEFT · RIGHT --· LEFT . RIGHT . -.. WK. LENGTII . END PANEL END. PANEL VAR DIM · VAR . DIM. INTERIOR PANELS 38. 9167 4-0 0/0 4-0 0/0 2.--3 1_/2 2-3 1/2 5 AT 5-4 0/0 LEFT TC -RIGHT TC . ··END PANEL END.. PANEL. 3-0 O/o·· 3~ 0 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT ~t~_Ef; __ i£_~z~--!~ i~~-Ji~ivAL) I . • ' • : ..... *·*TRUSS.' ANALYSIS** i:··.:,, · I . . . . . . -------------------"cEFF ":"'.'WEB···_ · .. :.WEB ., .. 'AXIAL LD PP LOAD-LBS DEPTH . MEM .. SLOPE IN WEB I 1 • 2390 •. 5 3'0:~293 2. -.659 +. 379,98.4 · · · 2· ,". 330·4.6 ·-30.293, .. _. .. 2-D· :-2.:524· ·-· 3:554.5 I,_.·••; :3 -· .. :,· 32 69' .1 ... '3·0: 293-. -.-3 ·· ···. 1 o 1.02 . -.. 2:37·62 • 6 · 4 313:6-.·0-.3;0.·293 .. 4 -.947 +· 20527~5.· .. . " . .. . . ... -· ... ··:. .. ,,,.· . 5. -313 6 • 0 · 3 0 • 2 9 3 'V2 • 0 0 0 -313 6 • 0 6 313·6.0 3·0.293 5 .947 15965.8 r .... ~11~:8 ~8·:~§~ --. ~3· · ·~:6ii + ·-1 11~i:3 9 3136.0 30.293 7 .947 . 6842.S 1.0 313:6.0 -· 30,.293·· .·8 . -.947 . +,:. 2280.8 .. 11 3136.0 30.293 V4 .ooo· 313·6.·0 12 3136~0 .. 30.29·3_: ... 8R .947 + 228'0.8. 13 3269.1 30.293. 7R -.947 -. ·68'42.5 14 '3304.6 30:293 V5 .• 000 313~~0 15 2390.5 3-0.2·93 6R · -.947 +·. 11404.2 16 .O' .000 .. -5R ·-.947 15965.8 17 .0 .000· V6 .000 3.136.0 18 • 0 • O O O 4 R • 9 4 7 + 2 O 5-2 7 • 5 19 • 0 -•. 000 3_·R . -1. 10? · --23762. 6- 20 .O .000. 2DR 2.524 3'554.5 2.1 . • 0 • 0 0 0 2-R • 6 59 + '3 7 9 9 8 • 4 'L ·- .. -' . .. . . ,. ·-. : .... ~-:.. : '... . -. + -· •• • ···-• •,. • • • • .... --· -. . :: ':. ..,. ' ,. . . .... _,. • • .: ~-•• -:; •• .,! _--• -~-, .. ,· __ , .,)~·.:!·,::._ >. _;. -... ' . -. '·-.-· . . ~ .. . ~--~---· . --.... ..:-.. ·· . ..,,., ,..:-,~-,._ ... '. AXIAL LD TOP CHORD 3·1735.1 . 30426. 0 .o ·60788.7 6078-8. 7 .o . 80665. 2 80665.2 . • 0 . 87290. 7 87290 .7 • 0 80665.2 80665.2 .o 60788.7 60788.7 • 0 30426.0 31735.1 • 0 . •, .... ·;. ~ . ,- AXIAL LD BOT CHORD .o . • 0 . 45881.3 . • 0 . • 0 . 72383.3 ' J;J. • 0 ... 0 85634.3 .• 0 . . • O· 85634.3 .o .Q 7238"3 .• 3 .o .o 45881.4 .o .o • O· - . --. . . : ·.: ·- '• .. ·, • PURITAN-BENNETT May 18, .1990 94-9-432 LIST 33 T62 ----------------**CHORD DESIGN** STEEL FY = 50000. PSI ----------------AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 9873.8 .3291 -5063.7 LEND PANEL MP 9873.8 .4269 2910.3 L VAR PANEL PP 9466.5 .3155 -5063.7 · L VAR PANEL MP · 9466. 5 .4401 2488.7 INT PANEL PP 27158.9 .9053 -,3029.3 INT PANEL MP 27158.9 .9874 1514.7 R VAR PANEL MP 9466.5 .4401 2488.7 R VAR PANEL PP 9466.5 .3155 -5063.7 REND PANEL MP 9873.8 .4269 2910.3 REND PANEL PP 9873.8 .3291 -5063.7 SEC DESCRIPTION AXIAL LOAD K KL/R TC 46 L 3 X 3 X.281 87291. 1.00 27.1 BC 4 6 L 3 . X 3 . X. 2 81 -8 5 6 3 4 • 1 • 0 0 10 8 • 3 ·SEC DESCRIPTION AXIAL STRESS CBRMP BC 46 L 3 X 3 X.281 27159. .9053 BOTTOM CHORD EXTENSION= 0-10 1/2 • BENDING BENDING STRESS 3943.5 901.4 3943.5 770.8 2359.2 469.1 770.8 3943.5 901.4 3943.5 I 1480.2DEV 151.5REQ 1224.2REQ RATIO .1314 .0321 .1314 .0277 .0786 .0169 .0277 .1314 .0321 .1314 FLRS 2 0 TL COMBINED RATIO .4606 .4590 .4470 .4678 .9839 1.0043 .4678 .4470 .4590 .4606 LENGTH 39-3 0/.0 33-0 0/0 L/360 LIVE LOAD DEV= 938.2 PLF, L/240 LIVE TbTAL LOAD FOR DEFL = 1164.0 PLF. _ LOAD DEV= 1407.4 PLF **END PANEL DESIGN** AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 31735.1 1.00 57.6 0 2D 3-0 0/.0 5 0/.0 RIGHT 31735.1 LOO 57.6 0 2D 3-0 0/0 5 0/0 --------------**WEB DESIGN** STEEL FY = 5·0000. PSI. -MIN VERT SHEAR = 5822.3 LBS. --------------END REACTION= 23289.3 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION ~ K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 27 L 2 X 2 X.188 1.00 89.2 + 37998.+ 42999. 13.6X .188 14.0+ .OB 2D 18 Ll-1/2Xl-1/2X.145 1 1.00 110.4 -4024.-5072. 2.0X .145 4.0+ .o 3 25 L 2 X 2 X.163 ·2 1.00 51.8 -23763.-28906. 9.8X .163 12.2+ .OB 4 17 'Ll-1/2Xl-1/.2X.138 2 1.00 95 .-1 + 20527. + 23697. 10.ox-.138 12.6+ ;OB V2 14 Ll-1Z2Xl-1Z2X.115 1 1.00 102.1 -3572.-4646.-2.lX .115 4.2+ .o 5 17 Ll-1/2Xl-1/2X.138 2 1.00 74.6 -15966.-15823. 7.8X .138 12.6+ .OB 6 22 L 2 X 2 X.137 1 1.00 111.1 + 11404.+ 15877. 5.6X .137 5.9+ .o V3 14 Ll-l/2X1-1/2X.115 1 1.00 102.1 -3572.--4646. 2.lX .115 4.2+ .o 7 27 L 2 X 2 X.188 1 1.00 111.9 -8469.-8546. 3.0X .188 5.9+ .o 8 22 L 2 X 2 X.137 1 1.00 111.1 + 8469.+ 15877. 4.2X .137 5.9+ .o V4 14 Ll-1/2X1-1/2X.115 1 1.00 102.1 -3572.-4646. 2·.1x .115 4.2+ .o BR 22 L 2 X 2 X.137 1 1.00 111.1 + 8469.+ 15877. 4.2X .137 5.9+ .o 7R 27 L 2 X 2 X.188 1 1.00 111. 9 -8469.-8546. 3.0X .188 5.9+ .o V5 14 Ll-1/2Xl-1/2X.115 1 1.00 102.1 -3572.-4646. 2.1x .115 4.2+ .o 6R 22 L 2 X 2 X.137 1 1.00 111.1 + 11404.+ 15877. 5.6X .137 5.9+ .o 5R 17 L1-1/.2X1-1/.2X.138 2 1.00 74.6 -15966.-15823. 7.8X .138 12.6+ .OB V6 14 Ll-1Z2Xl-1Z2X.115 1 1.00 102.1 -3572.-4646. 2.1X .115 4.2+ • 0 4R 17 Ll-1/2X1-1/2X.138 2 1.00 95.1 + 20527.+ 23697. 10.0X .138 12.6+ .OB 3R 25 L 2 X 2 X.163 2 1.00 51.8 -23763.-28906. 9.8X .163 12.2+ .OB 2DR 18 Ll-1/2Xl-1/2X.145 1 1.00 110.4 -4024.-5072. 2.0X .145 4.0+ .o 2R 27 L 2 X 2 X.188 2 1.00 89.2 + 37998.+ 42999. 13.6X .188 14.0+ .OB . PURITAN-BENNETT, . 94-,.9-:-.. 4:3.2. · · LIS!I1 . <33 • · May. 1a,·. 1990 T62 . ----~----~-------------~-~*BRIDG;I:NGREQUI~E:t-,iENTS** TC-RYY-:;:--1.:·6407-~~'~RYY-: 1 •. 640.., WLEN/ (.TC RYY) = WORKING . LENGTH ::;: . 3 8 • 917 FT . . . 284.742 :BI<IDG~NG SPAC'ING Dlj!VE.LOPED A'r 19 ~-458 FT FOR ' -. -. . . -1 'ROW{S) · OF H-BRl:J)GING. -------------------------. --' . . .NOTE: . 2T) . DISTANCE. LEFT EITHER SET· .OR SPECIFIED • • ·: .N.O.TE·:··":·,·2,O· DISTANCE RGHT· EITHER 'SET·.·OR S'PECIFIED.-. . -. -. . '. --; . ---. ' •' . . ' ~ ; •' I • ~. : • ,• • ' ,'"• • l' - ·,. t -.. -... -. ... -..... ~.:· :::,.. . :-~ : : ,, -~ ----,. --. -.---._.,,... -..... --. -. --~-:--·-._, __ I ' I I, " ... ~-. •._ ,-;· . . , I, •'-' • .• : . -: ,~ -- ;:• :. _. ' .. ~ ,,,. __ ,, '• ..... ' . " . '.: . .,., . ' ·, . .~.; , \ . -. . . ... ,. . ' ..... ··, -,. ..... ,. ~ -:. ~·~ f. ',, ·.· ' ., . _: • • .PURITAN-BENNETT 94-9-432 LIST 33 May _18, 1990 T63 32LH 426 ·39, 11-1/2" ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL POINT DEPTH 32.00 BS LENGTH 39-11 1/2 DEVELOPED STANDARD STANDARD INCHES LOADS 19.8 1.64 TL REQ .14 LL **LOAD CRITERIA** -----------------. 'TOTAL LOAD= 426. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 2.000 KIP{S) TOTAL AT PP 1 2 3 4 5 6 7 8 9 10 -. . . --. 11 12 13 14 15 - . **BASIC DIMENSIONS-** · _ . NOTE: . SPECIAL DIMENSIONS. DEFINED-----------------------LEFT • -RIGHT RIGHT WK LENGTH END PANEL END PANEL 39.6250 4-0 0/0 4-0 0/0 LEFT VAR DIM 2-7 3/4 VAR DIM INTERIOR PANELS 2-7 3/4 5 AT 5-4 0/0 DEPTH LEFT 32 0/0 30 1/4 LEFT TC .RIGHT TC END PANEL END PANEL 3-0 0/0 3-0 0/0 DEPTH DEPTH CENTER RIGHT 32 0/0 32 0/0 (ACTUAL) 30 1/4 30 1/4 (EFF) *·*TRUSS ANALYSIS** -------------~---- pp 1 2. 3 4 5 6 7 8 9 LOAD-LBS 2390.5 3380.1 EFF DEPTH 30. 2'81 WEB MEM 2 2D 3 WEB SLOPE -.658 + AXIAL LD IN WEB 38282.9 3635·. 8· · 25601.8 + ·, 2:0531. 6 3136.0 10 11 12 13 14 15 16 17 18 19 20 21 '3344.6 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3344.6 3380.1 2390.5 .o .o .o .o .o .o · 30.281-. 30.281 30.281, 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 30.281 .000 .000 .000 .000 .000 .000 4 V2 5 6 V3 7 8 V4 BR 7R vs 6R 5R V6 4R 3R 2DR 2R -2. 523 .. -- • 954 -.946 .ooo .946 -.946 .ooo .946 -.946 .ooo • 946 --.946 .ooo .946 -.946 .ooo .946 -.954 2.523 .658 15969.0 +-11406.5 313·6. 0 6843.9 + .2281.3 3136.0 + .. 2281.3 6843.9 3136.0 + 11406.5 -·15969. 0 3136.0 + 20531.6 25601.8 3635.8 + 38282.9 AXIAL LD TOP CHORD 31976.4 30637.0 .o 63529.8 · 63529.8 .o 83413.9 83413.9 .o 90041.9 90041.9 .o 83413.9 83413.9 .o 63529.8 63529.8 .o 30637.0 31976.4' .o AXIAL LD BOT CHORD .o .o 48616.8 .o .o 75128.8 .o .o 88384.9 .o .o 88384.9 .o .o 75128.9 • 0 .o 48616.8 .o .1 .o P¥:I~~4~JNNfi§:T-:· ·--~3' T63· · . . ' ' --~-~---------~-**CHORD DESIGN.** .STEEL FY== 50000. :J?SI ----------------AXIAL AXIAL MOMENT BENDING BENDING STRESS RATIO UNI LOAD STRESS RATIO L END PANEL PP 8982. 0 • 2-994 -5719. 9 . 4038. 2 .1·3-4.6 L END PANEL .. MP 8•982. 0 • 3-8·88 26·68. 4 763. 5 • 0270 -,-L.V:AR PANEL PP 8605.7. _.286,9.-.-5719.9 4038.2 .13'4,6 COMBINED RATIO .4340 .4158 .• 4215- • 4620 · , ~-::.-_.L.: V:AR.·PANEL MP _ · ..-8605 ~-7-.: .. ·: .• 4274 ·' · ·.· 3·3'27 •. 4 : ... -· .. · 952 .1 ·-· 0346·. ·· ----,:·'.TNT. PANEL-PP · 25'29.2.-2\.·.-·:_ .;::.843L:--·-. .... 3,02-:9.-;3·· .,_., 2'138.7 :d713 .. INT PANEL MP 25·292.2· .9831 1514.7 4'.33.4 .0156 R VAR PANEL MP 8605. 7 -.• 4274· · 3327. 4 95·2 .1 • 0346 ~-¥~~ t~i.t fut l~~~:6 :~,i-:~ -~~g§,:~ 4~~~:~ :~ij.g R · END PANE!./ PP 8982. O· • 2994 -5719. 9. 4038. 2 .1346 · .9144 • 9986. .4620 .4215 .• 4158 .4340 1 :·· ~:····_-. ,· SEC DESCRIPTION. ·.. _ . , . A~:t~.L -r:ioA:D· :r<; .. · KL/R... . I . FLRS . ., .. -TC -48-L ,. 3 · X 3 .. X. 3:13 · : . 90042 ~-· • 75· 40co7, 1554. 6DEV O LENGTH 39.;.11 1/2 33.,._ 8 · 1,2 ·.--·"·BC· :4·6,> L. 3' X 3 x .. 2:8_1_, --·.·.: 88385 .• ·:.:··1 • .-0·0.: 10_8.3., ,-.-: 159.9REQ.. O __ : _____ ·····---. . 1285.3REQTL SEC, DESCRIPTION · ·._ · : .. · AXIAL · STRESS.' -·CBRMP· · · Be: 46 -L 3 x 3 x._·2a1· _ -2so15 •. · · .9 .. ~38 BOTTOM CHORD EXTENSION= 0..:.10 1/2-. L/360, LIVE LOAO DEV = : 9·33·. 5 PLF, .L/240 LIVE LOAD DEV = 1400. 2 PLF 'rbTAL LOAD 'FO~ DEFL = 115 7 • 7 _ PLF ~ . . . ~::•,,.. ~~----~-~----~~~-~---~ I •, •• ,. ,.. • ~ • ~· ... i ' ··.. • ' • ' , **END PANEL ·PES;I:GN** · ,. . .. ' ---------------------. - AXIAL LOAD J:iEFT _ 3·1976. 4 RIGHT 3:1976. 4 -------------- Kt/R 57.7 57.7 FLR WEB TO END BASEL NGM NGM -0 2D 3-0 0/0 0 2D • 3-0 ~1/0 B •. DEPTH 5 0/0 5 o,o , . **WEB OESIGN-** . _STEEL FY == 5.oooo·. 'PSI. "MIN 'VERT .SHEAR = 5860. 0 .. LBS. ,. , ---------.,-----· ---... END· REAGTLON -· 23440. I -I.iBS. 1 . • • _ • REQ · _ DE;V REQ FILLET AVBL . l : WEB NO DESCRIPTION. . 'Q ·, K _ KL/.R AX LO:AD· AX LOAD WELD SIZE' WELD SLOT i 2· 2 7 L 2 X 2 X • 1.8 8 2· 1 • 0 0 8 9 .• 2 + 3 8 2-8 3 -. + 4 2 9 9 9 • 1: 3 • 8 X • 18 8 13 .• 8 + • 0 B 1 -· -20 18 L1-1/~X1-1/2X.145 1 1.00· 11:0.4 -412-0.-5075. 2.0X .145 4.0+ .o ) · .-· 3· :2-5 L : -2 · X 2 _ X.163 · .,,2-1 .·oo . -55 .,5 -:-.25602. --~:282'12. 10. 6X .163 12. 4+ • OB · 4-··.--11 L1-112x1.:..112x •. 138 ~ -.2.-1~ trn·· · 95 .• · 1-+-·20532 .+ 23697. · 10 ~ ox .138 · 12 ~ 5+ .• OB ' ... V2 · 14 L1-1z2x1--1z2x.115 · · 1 1 .-00 ·102 ~-0 --· 3586.,.;.. 46:48. 2 .1:X • J,15 4 .• 2+ • 0 5. 17 Ll-1}2Xl-112X.138 2 1.00 _ 74-.-6 -15969~'-15825. 7.8X .138 12.5+ .OB , -' 6 2.2 L 2 X 2 X.137 11.0011·1.0 + 11406.+ 15877. 5.6X .137 .5.9+ .O V3. 14 ·Ll-1/2Xl-.,1/2X!115 1 1.00 102~0 -· 3586~-4~48. 2.lX .115 4.2+ .O 7 2T L" 2 X 2 X.188. 1 1.00 lll:;9 ·;.,.. . '8-526.-_ 8549. 3.lX .188· 5.9+ .O 8. 22 ·1, 2 X 2 X,137 1 1.00 111.0'+. 8'5-26-.+ 15877. 4.2X .137 5.9+ -.O V4, 14 .Ll.-lj.2Xl-1/2X •. 115 -1 1.00 1·02.0° -. _3'5.86.-4648. 2.lX .115 4.2+ .O 8R 22 L 2 X 2 X~137 1 1.~0-111~0 + 8526.+.15877. 4.2X .137 5.9+-.0 7R 27.L 2 .x 2 x_.188:. 1.1.00.111~9 -__ a:s-26.-. 854.9. 3.lx .188 5.9+ .o V5.14 Ll-1/2Xl-1/2X.115' 1 1.00.102.0 -3596~-_ 4648. 2.lX .115 4.2+ .O -~~ f~ t1-f1.2~1-fl2~:i1i l f:88 1 ~l:.~ 1 fg§~~:! i~-~I~: ~:~~ :ll~ 1~:§t :8B V6 14 Ll-1Z2X1~1Z2X.115 1 1.00 102.0 -3586~-4~48. 2.lX .• 115 4.2+ .O 4R 17 Ll-a:}2x1-1,2X.138-2 1.00 9:5.1 + 2'.0532.+ 23697. 10.ox .13-8 12.5+ .OB 3R 25 L 2 X 2 X.163 2 1.00 55.5.., 25602.-.28212. 10.6X .163 12.4+ .OB -,2DR 18 L1-1/2X1-1/2X.i45 -1 1.00 110.4 -4120.-5075. 2.ox .145-4.0+ .o 2R 27 L 2 X 2 X.188 · 2 1.00 -,8,9.2_ +. 3-8283.+' 4.2999. 13.8X .188. 13.8+ .OB -. . ,•,.::;•'••,• --. -.~-,.' t:·.·,t.,.,: ... -·.,·:ct_,!._::.;· ··:·~, .... ' -· -· , ·-.,.. . .. ..... -' ::- ,... .. . ' ' •, /" ', ,, ' · PURITAN-BENNETT · · 94-9-432 LIST 33 T63 • -------------------------**BRIDGING REQUIREMENTS** ------------------------- - May 18, 1990 TC RYY = 1.647, BC RYY = 1.640, WLEN/(TC RYY) = 288.675 WORKING LENGTH= 39.625 FT BRIDGING SPACING DEVELOPED AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: 2D DISTANCE LEFT EITHER SET OR SPECIFIED. : NOTE:·· 2 D · DISTANCE ;RGHT EITHER SET OR· -SPECIFIED • . ' -----· ---·--. __ :;:_ -·--·-·---.:. . ~ .. ~:. ' ': . ' " . . , ,: .. , . , ' : . ·_.··.)?;U~ITAN-:;a:E;).'fNET.T ; ... ,· . ·.· --:. ·.<" ·_:.··:_> May_--18., 1990-, ·~ ....... 94 ... 9~ ·432. LI·ST·-.33 ............ , ... ~-1~·-• ..... •• • ..... ". • • :· ....... ·~-~~~.· • • T78. 32LH. 306·· _.· 3~' ·-:·611 .: . ---~-----------.--------~-----~-~~----~-~------------~----.;...--:...---------.;.------...;-- ** LONG S;t?AN, JOIST DESIGN-REQUIRE;MEN!;PS'** Sy'I SPECS VULCRAFT ;ENG DE:f>T** ------~-----~-~-..;.--~---~--~---~----~--..,;.-,_-~--------------------------:.;..J_~--~----- DEPTH . .BS LENGTH 3-2 .00 39-6 0/0 BRIDGING Sl;!,l\CING '13 .1,, LEFT END RGHT END STAl'lDARD STANDARD ---------~----~~-·,/,r)~~;LQAJ,J C-:RISl:ER_I~~~-... ,-: ::£ ~-:>.::)·_~ .,._.<>:r.·/-_..·· .. ··· .. :;·~ .. -.-:, ._.' .. <> ; -.. . Toiii:-Eaio~:..,-,..;--06 .· ·PLF ,. ·r:,IvE LOAD -~ , .. _ 9i~-, PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOT~ LOAD DEF.LECTION SPECIFIED. AS L"/2-40 ---------------~--~--~----. * *TCX/ CA).'fi:i:'. LOAD CR~TERIA ~ * ...... : _ .... , -< ~------~-~~-------~--------. -, i ~ · R: · Tex ·LOA.OS:. :' UNIFOru:r ·::= .. _'; 3 ~,7 · •... :j:5-Llf-~. :: .. _;, ·-----,------------~~~~-~ L., :-----**·~ASIC· DI:r-IENSIONS** · .. :". -~-. . .,_ .. -. -------------------- .• f •• . ... ' -•, ..... ,. ~ .. ~ ~ ' _. : ACTUAL 'DEFL INCHES. 1. 27 TL .40 LL . . LEFT. .RIGHT . LEFT RIGHT WK LEN.GTH -ENO PANEL END PANEL .. VAR DIM VAR DIM INTERIOR PANELS I' _:_ .• .3·9-.16.67: ·-__ 5-1 0/0. 5-·1 0/0.. ;L-A .. Q/CI . 1-:-4 -_ 0/0 .. 5 AT .. 5-4 0/0 _·,:·-~ .. , ,.' ' . ' ,' . •'; .. ·--.~~:,,.' : ·., .... . . E~~F~A~i~. ~&gHiA~iL .. 3-9 0/0 3-9 0/0 DEPTH DEPTH. DEPTH -· ' •,: ... , LEFT CENTER RIGHT·. '32· 0./0 .. : 32··-.0/0 . ·32 0/0' (ACTUA:I:i) -. 3.0 7/8 ·30, -7/8"-• <ro 7/8.":'"(EFF) :. :_ .· . TCX LEFT o-0 0/0 TCX RIGHT 1-6 1/2 -------~-------~-------: .. **TRUSS AN:ALYSIS-**·· · ... : . .,.,.,, ·:· ----------~.-------EFF" WEB ··' WEB AXIAL LD AXIAL LD PP ·· · LOA::0-LBS · DEPTH:· . : MEM-· ·· SLOPE· · · .·. · IN . WEB : .. · ,T,OP CHORD ,.. 1 ·. '.:'"'''5'48. 2·· "··:·'3·0; ·a-9g· ~-2: ..... ·-~ 524·'· -+ --·.11735 .·0 , ... 10395. 7 · i .2· 956.3 .··30.89'8· :--20 ... ·-1 .• 9·31:: -.. 1076.9· ... ,. 99oo.5 1 ~lt: g 38: ~~:~ . l " ::§"~1 + ~~~-t: 2 ' 16027: 2 5 816 ~ 0 · 3'0. 898 · V2,if. .000 · -· 816,. 0 1602-7.4 6 a1.6.o 3·0.89.8···.·5:·· ··· .966. ,4·111.6-· .o· 7 816 •. o 3·0 ~"898 : 6 · -.• 9'6-6 + 293.6. 9 21098. 0 ·8 -811·6~ .• :o·-:u3_0 1~ 8~f8 V3 __ , ·. ~-·ooo: .:~ -8·16. 0, 2109'8. O 9 816.Q 30.8.98 .. 7 .966 1762 .• 1 .o :. 10. 816.:o . 3:0.898 . 8 .. -.96-.6:. + 587.4 2:2188.1 : .. 11 .. : .. 816 .• o. 30.898. ,:, .. V4 · ... ·ooo. . .816.o. 22188.1 ' 12 816. 0 30·. 898 . .''8R · • 9·66·. ·+·. 587. 4 • 0 13 816.0 30·.898 · : 7R -.966 1162.1. 210:98.o ·14 956. 3 3·0. 898 V5 • 0'O'0 8-16. 0. 2.10.98. 0 15 548.2 30.898 6R .966 + 29.36."9 .• O . 16 .O .000 5R .;..966 4111.6 16027.4 11 • o • ooo .. V6 · .• o·oo -.. 816. o 16027. 4 18 • O • 00,Q'. · 4R . • 966 -+ 5286 .• 4 . • O 19-.O .000 3R --1~931. -5054'.0. 9900.5 20 • 0 • 000· .2DR 1. 913'1 ,.. · 107·6. 9 . 10395. 7 21 .o ~ooo 2-R ··· .·· .• 5·24 + 11735.o .o ' ' .-. -; ., ' ··.·:·,.·,, '•. I . --:. ,.--' ~,, -. :··.· ~ . -----~-,~ .... ....... ' ... -'_·-. ~ ~"'. ·- -·.,,,.,·,:··,·,·~·. -.o~, ,,:,., .. ··:~·,·, . ~ . ' ... . , ... · . __ ;. .~ . ·. ;., .•. , ·-';---: ·-· AXIAL.LO BOT CHORD· ,: .• 0 .- • 0 .. 122.24. 5 .o • 0-·\ 189"85~2 .o .o 223·65 .• 6' .• o. .• 0, 223:65'..6 .o .o 18985.2 .o • 0 -. 12224.5 • o· .o .o . : '. :··. . . -· . --.PURITAN-BENNETT 94-9-432 LIST 33 T78 May 18, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL STRESS LEND PANEL PP 9821.5 LEND PANEL MP 9821.5 L VAR PANEL PP 9353.7 L-VAR -PANEL ·MP>· -· 9353. 7 INT PANEL PP . 21529. 5 · INT PANEL MP 21529.5 R VAR PANEL MP 9353.7 R VAR PANEL PP 9353.7 REND PANEL MP 9821.5 REND PANEL PP 9821.5 TC ·-BC SEC DESCRIPTION 22 L 2 X 2 22-L 2 X .2 SEC BC-22 DESCRIPTION X.137 X.137 AXIAL RATIO .3274 .5098 .3118 .5356-.7176 .9376 .5356 . 3118 .5098 .3274 AXIAL LOAD 22788. 22366. MOMENT UNI LOAD -4437.4 3883.8 -4437.4 .419. 5 -2176.0 1088.0 419.5 -4437.4 3883.8 -4437.4 K -KL/R 1.00 40.3 1.00 161.3 AXIAL STRESS CBRMP 21529. .7176 = o-7 0/0 -• BENDING BENDING STRESS RATIO 15579.1 .5193 5182.1 .2590 15579.1 .5193 559.7· .0237 7639.7" .2547 1451.7 .0640 559.7 .0237 15579.1 .5193 5182.1 .2590 15579.1 .5193 I FLRS 506.lDEV 6 154.4REQ 0 328.lREQ TL COMBINED RATIO .8467 .7688 .8311. .5594 .9723 1.0016 .5594 .8311 .7688 .8467 LENGTH 41-0 1/.2 30-6 o,o L 2 X 2 X.137 BOTTOM CHORD EXTENSION L/360 LIVE LOAD DEV= TbTAL LOAD FOR DEFL = 314.7 PLF, L/240 LIVE LOAD DEV= 306.0 PLF. 472.0 PLF **TCX DESIGN** ------------.. SEC R 22 TC 40L BR BENDING MOMENT 4800. **END PANEL DESIGN**·· REQ S · .160 DEV S .250 REQ I .092 DEV I .413 DEFLC IN. .154 LENGTH 1-6 1/2 o-6 o,o BEARING DEPTH 5.00 AXIAL LOAD K. ~ · KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 10395.7 1.00 68.9 1 2D 3-9 0/0 5 0/.0 RIGHT 10395.7 1.00 68.9 1 2D 3-9 o,o 5 o,o ·--------------"**WEB DESIGN** STEEL.FY = -50000. PSI. MIN VERT SHEAR= 1498.1 LBS. --------------END REACTION= 5992.5 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-1/4Xl-1/4X.111 2 1.00 172.2 + 11735.+ 15911. -7 .lX .111 10.7+ .OB 2D 18 Ll-l12Xl-112X.145 1 1.00 117.9 -1205.-4447. 2.ox .137 3.3+ .o 3 22 L 2 X 2 X.137 1 1.20 105.2 ..:. 5054.-6983. 2.5:X ~137 4.1+ .o 4 8 Ll-1/.4Xl-1/4X.111 1 1.00 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .o V2 8 Ll-ll4Xl-ll4X.lll 1 1.00 125 •. 4 --930.-2519. 2.0X .111 3.1+ .o 5 22 L 2 X 2 X.137 1 1.00 112.1 4112.-6279. 2.0X .137 4.8+ .o 6 8 Ll-1/4Xl-1/4X.lll 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o V3 8 Ll-1Z4Xl-1Z4X.lll 1 1.00 125.4 -930.-2519. 2.0X .111 3.1+ .o 7 14 Ll-1/.2Xl-1/.2X.115 1 1.00 149.9 -2157.-2205. 2.0X .115 4.0+ .o 8 8 Ll-1/4Xl-1/4X.lll 1 1.00 180.5 + 2157.+ 7955. 2.4X .111 3.6+ • 0 V4 8 Ll-1/.4Xl-1Z4X.lll 1 1.00 125.4 -930.-2519. 2.0X .111 3.1+ .o SR 8 Ll-1Z4Xl-1Z4X.lll 1 1.00 180.5 + 2157.+ 7955. 2.4X .111 3.6+ .o 7R 14 Ll-1/.2Xl-1/.2X.115 1 1.00 149.9 -2157.-2205. 2.0X .115 4.0+ .o V5 8 Ll-1Z4Xl-1Z4X.lll 1 1.00 125.4 -930.-2519. 2.0X .111 3.1+ .o 6R 8 Ll-1/4Xl-1/4X.lll 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o 5R 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6279. 2.ox .137 4.8+ .o V6 8 Ll-1/.4Xl-1/4X.lll 1 1.00 125.4 -930.-2519. 2.0X .111 3.1+ .o 4R 8 Ll-l14X1~114X.lll 1 1.00 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .o 3R 22 L 2 X 2 X.137 1 1.20 105.2 -5054.-6983. 2.5X .137 4.1+ .o --------~~-----, •• ·. ' ~ ' . . ' ' . . .. ·-· . :_;·; PURITAN,.,;.-BENNETT . .: · .. :: ·::, May .J.;8:., ;I.990· -:~.:. ;. 94~9-,43,2 LIST :p T78 · . . . ---------~----**WEB DESIGN** STEEL FY --------------. . WEB NO DESCRIPTION ·20R 18 Ll.,..1/2X1-1/2X.145 2R 8 Ll-11/4Xl-11/4X.l:I.1 -~~----------~-----~--~-- .50000. PSI. MIN VERT SHEAR = END REACTION= REQ DEV-KL/R AX LOAD AX LOAD 117.9 -12'05.-4447. :I. 72 • 2 + 11 735 • + 15 9 ;L 1 • ·:_ .. *~:BRI0GING REQUI-REMENTS**. . _: ._--·,~ ... -·· · ··-· · ·· · '·,...,...;_·.:..--~-. .:..~..:.""!""'~..:.--·~---~~--..:.-~ \ ' ' ' . . . . TC RYY. ~ :i..-22:2, BC ~yy =. ·1.2-~2,. WLEN/ (TC RYY) = 384.511 WORKING LENGTH = 39 .167 FT.· 1498.1 LBS. 5992.5 LBS. REQ FILLET AV.BL WELD SIZE WELD SLOT 2.ox .137 3.3+ .o 7.lX .111 10.7+ .OB BRIDGING SPACING. STANDARD AT· 13.056 FT FOR 2 ROW(S) OF H-BRIDGI!'JG. ---~--------------------~ . NOTE: END PANEL SHORTENED DUE 1'6 ,·· .... _SLOP~_OF_,.WEB W3/W3R .. :_ .. _.,-_ ' .·.·_.-. __ .. ~ . · .. ••••-• • • •• • ·-• ~ • ::... • •••• ,r' ; • • : • !.·~ ' • • • •,.. '' •' .. ... ,. ····-·'· t-••. --•• ---· ' ' ... _;.: ~. •-;_• -·-~ ... .. -. ' ' . :;... :-:.:.·· -,. ~ . • ·!-~ .. .!,'.. ...... ;;~ ·-. ... .. . . . •, -' ! ' . . . . ... ,. -.,:·.· .--;· •_-: < . .· ~:: : ~·.· ~-. ~· . ·. ,• .. .. '•· . ;__ : :·: -~ .... ...... . ... "' .... ...... •. .,. .. : . ,· • • • ,. • • < •• ··-· • •,• ••• ~ ' ' ·, < •••• ','' -· '.j ·~ :· -' , •••• '·· ... ·.:...: •• : •••• ; •• ·:. ,,' • -f .. . ~ ~ "';. :--:.:-;. ; .-... • -; .:. s , ---·--.~-· ' -: . . . '• . ~ ~.-. ; ·· 4,. ~ • "' •, < _-• •• •, ~ .--, ,..___ • • "' -• • •a ••~ •, ~ "" , -• I • - ••• c, ,,:.,· ~ • ./:. :.·::.~_~·.-_:·:. :··~.;--./~·r._:._.~.: ._._ ...... :/ ~--~-:: ~::: . .;-:·.·:-~~,-:~~i~-~! : . .-;.·.::·;~---· -. .· . ; j .'. ~ •• '. • • ,\Ji.. ,· 1 · . . ..... ,_ -~.. • -• • • • • ' • '• --H >•... P • ' . . -.. ,, .. "-~ " ' .. . , ... . ~ .. I ·.,! • • PURITAN -BENNETT . 94-9-432 LIST 34 . May 22, 1990 T64 32LH 516 39' 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** BRIDGING DEVELOPED 19.8 LEFT END RGHT END STANDARD STANDARD ACTUAL DEFL POINT DEPTH BS LENGTH 32.00 39-11 1/2 **LOAD CRITERIA** TOTAL LOAD= 516. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 .. CONCENTRATED . 750 KIP(S) TOTAL AT PP 3 6 9 12 CONCENTRATED.1.500 KIP(S) TOTAL AT PP 4 5 10 11 · .. · ** CONCENTRATED· LOADS**· .. ,. FROM. LEFT END. BASE. LENGTH --~----------------------. . . INCHES LOADS 1.55 TL REQ .14 LL TOTAL LOAD KIPS 1.800 1.800 TC TC TC __ -_-_- LIVE LOAD - KIPS .000 .000 MOMENT DISTANCE 6-9 3/4 16-9 3Z4 19-11 3Z4 26-5 3Z4 36-5 314 PROXIMITY IN INCHES -1.25 .81 -.50 FROM pp 3 6 7 9 LOAD TO PP 3 SUPPORTING WEB MEMBER TC TC ·2. 000 .1.800· 1.800 ... 000 .ooo .000 -1.13 .oo 6 7 9 12 12 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 39 .-6250 4-6 0/0 4-6 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-6 0/0 3-5 3/4 · -DEPTH · · DEPTH · _ . DEPTH·- LEFT CENTER RIGHT 32 0/0 32 0/0 32 0/0 (ACTUAL) 30 114 30 114 30 114 (EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 1118.0 30.292 2 -.583 2 1741.5 30.292 Vl .ooo 3 ·4018.7 30.292 3 1.045 4 3190.4 30.292 4 -.771 5 3190.4 30.292 V2 .ooo 6 4240.4 30.292 5 .771 7 3690.4 30.292 6 -.771 8 1690.4 30.292 V3 .000 9 4240.4 30.292 7 .771 10 3190.4 30.292 7R -.771 11 3210.6 30.292 V4 .ooo 12 4270.0 30.292 6R .771 13 854.6 30.292 5R -.771 14 .o .000 vs .ooo 15 .o .000 4R .771 16 ·• 0 .000 3R -1.082 17 .o .000 2DR 2.473 18· .o .000 2R .583 RIGHT LEFT VAR DIM 2-5 0/0 VAR DIM INTERIOR PANELS 2-4 0/0 4 AT 6-6 5/8 " AXIAL LD IN WEB + 34804.7 1741.5 21842.6 + 19265.7 3190.4 14038.7 + 8811.6 4240.4 1864.3 4182.0 1690.4 + 6951.5 13898.8 3190.4 + 19125.9 20269.0 4605.9 + 38052.9 AXIAL LD TOP CHORD 30073.9 30073.9 .o 60439.4 60439.4 .o 78539.5 78539.5 .o 76703.6 76703.6 .o 60187.7 60187.7 .o 31153.8 32880.6 • 0 AXIAL LD . BOT CHORD .o .o 45178.7 .o .o 71559.7 .o .o 80016.3 .o .o 71197.2 .o .o 45037.8 .o 125.9 .o PURITAN·---BENNETT -.. 94.,..9,_-: ·43,2 . LISm 34_· T(54 . ------~---~----- ,:·, .-, . - -.•. ·. May 22·, 19_9Q *~CHORD DESIGN** STEEL FY = 50000-. PSI -~-~~-------~ .. :e AXIAL AXIAL MOMENT STRESS _. RATIO UNI LOAD BENDING BENDING COMBINED LEND PANEL PP :8447.6 .2'81-6 ::..10475;5 .STRESS RATIO RATIO 7395 •. 5 • 2-46"5 • 5281 L END PANEL MP 8447 .·6 · • 4880 . 9768 ~ 2 279:5. 0 .1075 • 59.55 · . L VAR PANEL PP 844 7. 6 • 28.1J5 -10475 •. 5 7 3 9 5 • 5 • 2 4 6 5 • 5'2 81 .'.,: ·. L ·:1t¥ ~filill:.-~~ .. : . 2~11·~ :t ·. : .·' .. : ~·4~i· >-· :§,~~J: ~ .... 841.4 .0290-'··-.·3743.- 'INT. 'PANEL .MP. 22061 •. 3 • QQ63 . . 27-69·. 0 . , 3909. 7".. . .1303 . • 8795 · 792.3 .0292 .9a55 R VAR PANEL MP 8750.9 .4119 2458.2 703.4 .·0252 .4371 R VAR· PAN-EL PP 8750 •. 9 • 2·917 -,.,7271. 7 5133.7 .1711 .462£ R END PANEL MP ~9236. 0 • 431·6 5246 ~ 1 1501.1 .0546 .4861 R 'END' PANEL PP · ·9:236 •. Q • 3079 -.7271 ~ 7 5133.7 .1711 .4790. 0: ·.. : SEC' 'DESCEIPTION . .· .. ' .. · · ·_ AXIAL -LOAD K . .::: KL/R. I 'FLRS. ··~ LENGTH .: TC 48 L -~-X ,3 X.313 · .. '78°540."' .75' 50~0 .: ._. BC:-43--.. L.. 3. -. X · -3. ·· X.:250 .·" ··. _ ·800.1'6. '.-1. 00-.. 132. 7 .. . 14-65. ODEV O . ·. 39;._il 1/2 . 159. 9REQ·. . 0. . 32-.8, -1/2 · .. -~ BEC.' DESCRIPTION. AXIAL STRESS · CBRMP. '· 1142. 6REQ· TL · · .· : ··Be 43· .. L . 3 . X 3 X.'2-50 . . -·27a·32 •..... ~ 9277 . . BOTTOM CHORD EXTENSION = o-·10. ·.I/2 _L/36_0 4.IVE LOAD DEV ~ . 879. 7 PLF,, L/24"0 L;!:VE TbTAL. LOAD FOR Dp!FL,:--:· .. 1029.2 PLF •.. _ . LOAD DEV= 13'19·. 6 PLF -------------!·-·-------·.:... -------~----~-------AXIAL LOAD K LEFT 30073.9 · 1.0.0 KL/R .FLR WEB -88 •. 3. 0 V RIGHT 32880. f;i -.1. 00 67 ~5 O 2D TO END BASEL NGM NGM . 4_. 6 Of 0 3-5 314 B. DEPTH 5 0/0 5 0,0 ~--------'!-~----.'. .. **WEi3 DES;I:_GN** . S'rEEL FY = 5:0000·. ·ps;r. MIN VERT SHEAR = --------,---~-,---· · · , · · .. . .,. . . ~ . ·.: · ·. · · · END. REACTI'ON = . . . · · . . , · _;R.EQ . DEY .. WEB NO .DESCRI·PTION ·-· · · Q ' K · · · ~L/R AX LOAD · AX LOAD 2 25 L 2 X 2 X.1E3 2 1.00 96.9 + 34805.+ 3752~. , v1 1a L1~112x1-1/2x.145· 1 1.00 102~6: -2134.-5832. ._., .. 3 · ··22-Li 2· X' 2 X.137 ·.2 ,1.00· 52-.9 _.-2-1843·.-22711. ... _.,. ... 4 14 ·t1-112xt-1z2x·~·115---.. ·. '2'·' i-:·oo '106 .}J:''. + _19.26:6'. +' "19907 •· ;--V2 14 L_l-I/.2Xl-1/.2X.1.15 · 1 1.00·J,.02.1 ~-· 3·583.:-· .4646. ·5 17 Ll-1./2X1--I)'2X.13.8 .2 ·.1 .• 00 84.0 -14·039.-143.53. 6 22 L 2 X 2· X.:t37 . 1 1.0.0 125.1 + 8812.+ 15877. V3· J,4· Ll-1/2X.1:-1/2:X:1_15 _ .· .. 1. 1~-00J;l·_02.1 -.4:63-3.-4646. 7_ .14 Ll-li'.2Xl-1/._2X.1:15 · .2 ·1:.00· 83 •. 6 -· 8-195 • .,. -1163'8. 7R 14 LJ-17.2Xl-1/.2X.115 2. 1.00 .. 83.6,,.,. 81·95 • .;. 11638. · · · · V4. 8_ L1-1/4Xl·-·ll.4.X.. lll .. _1 L. 00 _122 .•. 9. -· · 2·083 • .., 2·621. ' 6R 22· L -2 X 2·. _ X.137 -1-1. 00. 125 .1 + 8195 .+. 15877. . 5R 17 . L1-1/2Xl.,..1/2X. 138 . 2. 1 .·00. 84. 0 ·--13·89.9. -J.4353. . V5 14 Ll-1Z2Xl-1/2X..,115 1 .1.00 ~02.1 -3'583·.-4646 .• - -,.4:R 14 Ll-"1/.2Xl.,..1/.2X.115··· · 2 1 .• 0.0 106.4· :+ 19126~+ 19!r07. . 3R 20 L1-1Z2Xl-1/.2X.17'0 2 1.00 70.2. ·..:. 2·0269.·-20119. 2DR 18 Ll-1;t2x1-1,2x.145· 1 1_. 00 110. 7, "'." 5030. -'5043. 2R 27 L 2 X ~ x~1aa 2 l-00 -97.5 + 3S053.+ 42999. --. ------~ --------------_' **aRIDGING_REQUIREMENTS** · 50·02. 3· LBS. 20009 .1 LBS •. -REQ FILLET. AVBL· . WELD SIZE WELD SLOT 14.4X .163 14.5+ .OB 2.ox .145 4.2+ .o 10~7X .1~7 12.2+ .OB 11. 3X .11"5 ·. 13. 4+ • OB 2.lX .115 4.2+ .O 6.9X .138 13.4+ · .OB 4.3X .137 6.4+ .o· 2.7X .115 4.2+ -.0 -4. ax .115 ·13. 4+ .. ·• OB. 4.8X .115 13.4t .QB 2.ox .111 l~8+ .o 4.0X .137 6 .• 4+ .O 6.8X .138 13.4+ .• OB 2.1x .115 .. 4.2+ .o 11. 2X .115 13: 4+ • OB a.ox .11-0· 12.0+ .OB 2.3X .145 4.0t .O_ 13.7X .188 14.5+ .OB , TCRYY = ·i.647, BC RYY.:== -1.~633;·.wL:a:N/(TC RY:Y} = 288.675, ;~¥~!~gGL~i~E¥N~ oi~:e:t8iEiTAT 19.-813 fT FOR .1 ROW(S} OF H-BRIDGIJ:fG. '-------------------------NOTE: 20 DIS';['ANC-E RGHT EI-THER SET OR SPECIFIED. ·,. . . -. ' . -: ..... ' : . . .. -... ,. ; : -,"'.; . -.. . ' . '. -.,.. __ .. . . . . . . . . . . ~ ~ . ' : ; ' -• ~ 1--•• ·.: ~. -~.. • •• •,. ,• .. -· ":". .. ', ---~~. ~. ~·.. . .·· . -' ' .. ' .... ~ . ,. • ' • • ' ~ ,~ , I • • PURITAN -BENNETT 94-9-432 LIST 34 ..-May 22, · 1990. T65 32LH 516 39' 11-1/2 11 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES LOADS 32.00 39-11 1/2 19.8 1.54 TL REQ .16 LL .. ·· **LOAD CRITERIA*·* TOTAL LOAD= 516. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 CONCENTRATED .750 KIPfSj TOTAL AT PP 3 6 9 12 CONCENTRATED 1.500 KIPS TOTAL AT PP 4 ·5 10 11 ----------------------** CONCENTRATED LOADS** FROM LEFT-END BASE LENGTH ----------------------. TOTAL LOAD C LIVE LOAD MOMENT PROXIMITY FROM LOAD SUPPORTING KIPS KIPS DISTANCE IN INCHES pp TO PP WEB MEMBER TC 1.800 .000 6-9 3/4 -1.25 3 3 TC 1.800 .000 16-9 3Z4 .81 6 6 TC 1.800 .000 26-5 3Z4 -1.13 9 9 TC 1.800 .000 36-5 314 .oo 12 12 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL .. 39.6250 4-6 0/0 4-6 0/0 LEFT VAR DIM 2-5 0/0 VAR DIM INTERIOR PANELS 2-4 0/0 4 AT 6-6 5/8 LEFT TC RIGHT TC END PANEL END PANEL 4-6 0/0 3-5 3/4 DEPTH DEPTH DEPTH . LEFT CENTER RIGHT 32 0/'0 30 318 32 0/0 30 318 32 0/.0 30 318 ~ACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp 'LOAD-LBS 'DEPTH MEM SLOPE 1 1118.0 30.418 2 -.585 2 1741.5 30.418 Vl .000 3 4018.7 30.418 .3 1.049 4 3190.4 30.418 4 -.774 5 3190.4 30.418 V2 .ooo 6 4240.4 30.418 5 .774 7 1690.4 30.418 6 -. 774 8 1690.4 30.418 V3 .ooo 9 4240.4 30.418 7 .774 10 3190.4 30.418 7R -.774 11 3210.6 30.418 V4 .ooo 12 4270.0 30.418 6R .774 13 854.6 30.418 5R -.774 14 .o .000 V5 .ooo 15 .o .000 4R .774 16 .o .000 3R -1.086 17 .o .ooo 2DR 2.483 18 .o .000 2R .585 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD . BOT ·cHORD + 32717.2 28240.5 .o 1741.5 28240.5 .o 20417.9 .o 42329.7 + 17581.9 56235.1 .o 3190.4 56235.1 .o 12368.3 .o 66017.2 + 7154.7 71675.8 .o 4240.4 71675.8 .o 225.3 .o 71854.0 2537.0 69847.5 .o 1690.4 69847.5 .o + 5299.4 .o 65656.2 12228.8 55984.5 .o 3190.4 55984.5 .o + 17442.4 . 0 42189.3 18871.4 29316.0 .o 4603.3 31035.6 92.5 + 35955.4 . 0 .o . · • ..•. .·· ·. ··,' _,-.. ·· PURITAN -BENNETT. · · 94~9--· 432. ··LIST. ·<34 • T65 ' . ----...,.,----------.- . ,: _, :: ~-..... . **CHORD D~SIGN** STEEL Fr· = 50000~· PSI. -~~--------~---~ .:· .• ' ' ~ ·_ . . . -. ~ ' . . AXIAL AXIAL MOMENT BENDING STRESS RATIO ·. UNI LOAD · . STRESS L ENb PANEL PP 7932. 6 ·.2644 .. -10475-. 5 7395 .5 L END PANEL MP 7932 .:6 .-4583 . 9768. 2 2795. 0 L VAR PANEL PP' · 7.932~6 .. _ .2'644 .. -10'475.5 739:5.5 ·.,-L VAR PANEL MP· ... 79:32.6 ... ·-: .• ·3'-2.42 __ _. . .:..-1191 .• 8· ... 841 4 -' .'IN-T·PANEL·'P.P. ·--2,o.1a3·.·4_, .. ,·_ ~.6'728 _ . .,.55,37_9·.-:-3909:r INT. PANEL MP . '2013,3 ~ 3. ' . . • 8271. 2769. 0 792. 3 ·R VAR PANEL MP 82·34.7 .• 3876. . 2458.2 703.4 R V:AR PANEL PP ·8234_ •. 7 •. 27-4-5 -7271.7 5133.7 R END. PANEL MP 8717. 7 •. 4073 5246 .• 1 1501.1 R END. PANEL PP 8717. 7 .2'906. -7-271. 7 5133. 7 BENDING RATIO: • 246"5 .106'4 .2465 .0290 .13,0,3.·. • 028·9 • 025.1 .11a.1 .0543 .11·11 · COMBINED RATIO .• 5109 .5647 • 5-109 . , • 3°531 ·• 8'.031 • 85<50' .4127 .4456 ~4616 · .4617 .. · .SEC ~DESCRIPTION· . ·. : A'.XIA,L ·LOAD .. · K .. ,. .. KL/R .·.. I · t ,.,]8..::Jt_:·-,·t2~iI2~2-~fr2~.:-~15:>: .. :. ·. ·.-~l:~.~:~:::: 1:--68 : __ :iJR:-.8./ _· -1 r~~: ~-R~6 · FLRS . · LENGTH- . 0 : 39,-11 1/.2 . ·O · .. 32-. 5 0·1 0 -·· · .. _ ... _ ·· _,..,_ · · . -. . . · · .. -·.·. 1030.3REQ , . SEC :DESCRIPTION · . . AXIAL STRESS · CBRMP · .. · . . . TL.. I : . BC 39 L2~1/'2X2-il~X .• 250 . . . ·-30254... i.0085.' - BOTTOM . CHORD. EXTENSION.· = 0-8 3 / 4 . . 1 • , .• L·//360 LIVE ·LoAp: .DEV' = 794 .1 l:>LF, _L/240 LIVE LOAD DEV = r ---~---:_:·~~-~~~~-!~R .D~FL __ .':'':.· .928.0 .. PI,iF •.. , .: ..... 1191.2 PLF "**END PANEL 'DESIGN**. . . ,_,, . .. ·..i------~-.;...;_-!. ___ ~_...;, ..... __ ) AXIAL LOAD K KL/R FIR WE~ TO .END BASEL NGM NGM B. DEPTH LEFT RIGHT 28240 . .'5 1-•. CJO 31035.6 1.00 88.3 0 V 4-6 0/0 .f:,7 •. 5 0 2D ·3-5 3}4 --..-~----~----~ **WEB DESIGN** $.T;EEL FY = 500.00. PSI. · -MIN VERT SHEAR = ·· . · , ·-:: ·. · END,.~REACTI'ON = ----· ·-,.~_-,·--.- W~B ~-g '£ES~RI~'rI~N X. i 63_ Vl 18 Ll-1/2Xl-1/2X.145 ·····3.22L -2 X 2 X.137 ··:'· · il :21'<L 2 ·~x --2· x:18·a~ ·. . . · .. · . · ;REQ . ·. . DEV Q . K · .. KL/R :AX LOAD· AX LOAD 2 1.00 97~0 + 32717.+ 37526. 1 1 .• 00 103.1 ·-. 2100.-5790. · 2· -1 • oo --. 5 3 ~-o ·.-. -·--2 o 4· J:8 • --2 2 6 9 6 • . 1--·1 . .-·ocF 12--6. 2 -+--·11·5·8·"2~+ 215·00 ~ 1. 1 .• 00. 102. 5 ·-354.9. --4617 •. 2 1 .• 00 84.1. -123--6'8.-14332. 1 1~00 125~~ + 7766.+ 15877. 1 1 • 0 0 · 1.0 2 • 5 -4 5'9 9 • --.4617 • 2 ·1 ~ o·o-·.~ · -a3·. 1· 7766. -11622. 2 1.00.·.83.7 -7766.-11622. 1.1.00 123.4 .... 2049.-2599. . 1 1.00 125.3'· + ·776'6.+·15877. V2 14 Ll-,1/.2Xl-J:.f.2X •. l,15 :5 . 17 Ll-li'2Xl-1,/2X.138 6 22 L 2 X ~-X.137 V3 14. Ll-1/.2Xl-lf.2X •. 1"15· 7 · 14 Ll-li'.2Xl~l/2X. ·115· 7R 14·Ll-1/:2Xl-1/2X.115_ V4 6. Ll~lJ4Xl~lJ4X~lll 6R 2 2 L 2 . X 2 X. 13·7' 5R.17.L1-1/2Xl-1/2X.1~8 V5 14 Ll-1/2Xl-I.j'2X.11·5, 4R 27 L 2 .X 2 ·x.188 .. · .. 2 1.00 .. 84.1. -.12229.-14332. 3R 20 L1-1/2Xl-1[2X.l70. . 20R 18 L1-1y2x1-1.r2x •. 145 2R27 L 2 x 2 x.18·8· -----------------------~~ **BRIDG~NG REQUIREMENTS*'*: -·-~-----~----~-------~-- · 1 1 •. o.o:·· 102 •. 5 -. 3549,. -4617. 1 1.0.0 ·.126 •.. 2 + 17442.+ 21500. 2 1 .• 00-70.3 -1a·811.-20091. 1 1 • O O 111 • 1 ·-4 9 9 O • -5 0 0·7 • 2 1 .• 00· ':#7-6. + 3.5955,.+ 42999. 5 0 /. 0 5 0/0 4752. 3 LBS •. 19 009. ·i LBS-. REQ· . FILLET AVBL WELD SIZE WELD SLOT 13.5X .163 14.S+ .OB 2.ox .145· 4.2+ .o 10·.ox .137 10.0+.· .OB 6.3X .188. 6~4+ .o 2.lX .115 .4.2+ .O 6.0X .138 1-0~8+ .OB 3.9X .137 6 .• 4+ .O · .2.7X .-.115 4~.2+ .• -0 4. 5X .• 115 10 .• 8+ • OB 4.5X .115 10.8+ .OB 2.ox .111 3.8+ .o 3.9X .137 -6.4+ .O .6.0X .1~8 10.8+ .. ,OB 2.1x .115 -4~2+ .o 6.3x :1a8 6.4+ .o 7.5X .170 9.9+ .OB 2.3X .145 4;0+ .O 12.9X ~188 14.5+ .OB . TC-RYY = 1. 64'7, BC RYY = 1. 440·,. WLEN/ (TC RYY) == 28.8. 675 .1 WORKING LENGTH = 39. 625 FT0 • • • • BRIDGING SPACING D:EVELOPEO ji..T 19. 813 FT FOR 1 ROW'(.$) OF H-BRIDGING. ---------------------~---NOTE: 2D DISTANCE :RGHT .EITHER S'ET. 0~ SPECIF):ED. :. : : .' ~ . .·· ". ·- " ... ~ ' . . ' •. ' ' ' . -~ _,,~ - -.. ,., I > < .. '., -..... , •• '' . , .. .... __ ,1,3.,.. " • -/· • ' • ' • . . -~, ' ' ,,,,. _, ·•-;, ·:~~,.:_.~._~•..,. ':,.,.,::.·:, .... C,~1-:_, '-_:.,; •• •< ••~ •t·" .. ·:.-_··7:.~~~/-~:::~:/'·.-.> .. _·_.--· .-,;;_~:-~::t_~---~-~<::~·.:_: :, =;: ........ ,..... . __ ::,-.-· .. ·---: -....,.·,. ... .. . . ': .. · ': _.:. • I ·, I PURITAN -BENNETT 94-9-432 sLIST -34 T66 32LH -516 • • .May 22, 1990 39' 11-1/2 11 . -------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS**· SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES 32.00 39-11 1/2 19.8 1.54 TL .24 LL ____ * * LOAP CRITERIA** - TOTAL LOAD= 516. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 ** CONCENTRATED LOADS·** FROM LEFT END BASE LENGTH . . TC TOTAL LOAD KIPS. _. 2.000 LIVE LOAD KIPS .000 MOMENT PROXIMITY FROM . DISTANCE .IN INCHES .PP _ 19-11 3/4 -.50 · -7 LOAD SUPPORTING TO PP. WEB MEMBER 7 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL 39.6250 4-6 0/0 4-6 0/0 VAR DIM VAR DIM INTERIOR PANELS 2-5 0/0 2-4 0/0 4 AT 6-6 5/8 LEFT TC RIGHT TC END PANEL END PANEL 4-6 0/0 4-6 0/0 DEPTH DEPTH -. CENTER RIGHT DEPTH LEFT 3'2 -0/0 30 314 32 0/0-32 0/0 (ACTUAL) 30 314 30 314 (EF:r:) __ -. **TRUSS ANALYSIS** EFF "" WEB WEB pp LOAD-LBS DEPTH --MEM SLOPE 1 1118.0 30.712 2 -.591" 2 1741.5 30.712 -Vl .000 3 1468.7 30.712 3 1.059 4 1690.-4 30.712 4 -.781 5 1690~4 30.712 V2 . ooo· 6 1690.4 30.712 5 .781 7 3690.4 · 30.712 6 -.781 8 1690.4 30.712 V3 .ooo --AXIAL LD-IN WEB + 19871.1 1741.5 11503.2 + 11200.0 -1690.4 8454.1 + 5708.2 1690.4. 9 1690.4 30.712 7. .781 .. -:-.2962.4 10 1690.4 30.712 7R -.781 3032.2 11 1447.2 30.712 V4 .ooo 1690.4 12 1720.0 30.712 6R .781 + 5778.1 13 1118.0 30.712 5R -.781 8523.9 14 .o .ooo V5 .ooo 1690.4 15 .o .ooo 4R .781 + 11269.8 16 .o .000 3R -1.097 11347.1 17 .o .000 V6 .ooo 1720.0 18 .o .ooo 2R .591 +-19871.1 -· AXIAL ·LO AXIAL LD TOP CHORD· BOT CHORD-17109.8 .o 17109.8 .o .o 25007.4 33833.4 .o 33833.4 .o .o 40495.5 44993.8 .o 44993.8 .o .o 47328.2 44938.8 . 0 44938.8 .o .o 40385.4 33668.3 .o 33668.3 .o .o 24787.3 17142.4 .o 17109.8 32.6 .o .o " ,, ........ ',,.' .... ,•. ; .. . . ···: :PURI.TAN ,.. BENNETT . . ·94-9 .... 4·32 . -LIST -"tl4. T66' . . ~------~--~-----**CHO~D DESIGN** STEEL FY= 50000. _P;SI --~---~--:-·-:-------~ . AXIAL. AXIAL MOMENT BENDING STRESS . 'RATIO UNI LOAD STRESS LEND PANEL PP 7797.8 .,25'.99 -,'10475.5 1.4330.5 t. END E'ANEL MP 7797. 8 • 5827 9768,. 2 5298. 9 L VAR PANEL PP 7797.8 .25,99 -10'475.5 . '.1:4330.5 . · .. :, L .VAR PANEL MP .. 7797. 8 .. · ... ~---. 34.14 ; . .'.·.:· _.,.1191. 8 · .. : : 1630. 4 ·.,-:,_.·:;·.:tNT:·pANEL PP---·:2·1S69.7'.'': .. ··.7,1:~JO:-.'-.'~ .-5537:.~> .. ·, 75·75 .• 9. R VI_·-~RT PPANANEELL -.MMPP·· 2·05·05.8.. ·.9043 2769.0 15.02.1 n 7 81-2 • 6 • 3 3 7. 0 -13 7 4 • 3 18 8 0 • 1 R VAR PAN·EL .PP 7812.6 .2604 -10473.9 14328.4 R END PANEL MP 7797. 8 • 58·27 ·9768. 8. 5299. 3 R END PANEL. PP 7797 •. 8 · ... 25-~9 · .,.,1•04 73. 9 14328. 4 BENDING RATIO .4777 .2158 .4777 • 0571. • 2-525 :' .0578 .0657 .4776 .2158 .4776 COMBINED RATI0- • 7376 • 798·5 .7376 • 3,9,85. , • 971:5 • 96.21 • 4,027 .7380 .7985 .7375 FLRS. ·.. . LENGTH . . _···:·-S·EC DE.SCRI_P'rION··. · . ·_..AXIAL: LOAp· ··-K· ... ,KL/R I . 'r,C -·,38 . L2-:1/2X2-1/2X.2-30·. ·. --. · 449,94.~ .• 7-5. 59.9·: .. · 878.8DEV ·--· .. :BC.'.·-29. L:-· 2-·. X'· ·.2 ·:X.:~1·3·-. .:: .. ·'.--4732-~'.··:·l.00._200.3·: . .-.~·; 159.9REQ · ... ·. . . · . · · · · _ ·. . .. .. :685.2REQ O -· '39-11 l./2 0,. · ,32~·, l. 1,2., TL · · - · ·---· ---· S·EC-7DE-SGRI·PTION · AXIAL STRESS.·. CBRMP-... . BC. 29. 'L 2 .. X · 2. X~213. . 2·9337. · .9779 BOTTOM CHORD -EXTENSION= 0-7 0/0 L/360 LIV~ LOA~)DEV : ... 52.7. 7 PLF, L/24~ LIVE L.OAD DEV = TOTAL LOAD FOR DEFL . . 6.17 • 2 PLF. . . -· .. . ---------------------· . , -. ' ' .. ·**END PANEL )::'.>ESIGN** l . ---,,-,-,,..---.--.,--,,-.,..--,. ... -- AXIAL LOAD K LEFT 17·109,. 8· · 1. 00 RIGHT . 17:t.09 • 8 . 1. 0 0 --------------. . ··, '• KL/R ·FLR 1'05.6 0 ;I.05. 6 , O WEB V V TO END· BASEL NGM NGM 4,.. 6 0.1.0: - 4-6 O}O 791.-6 PLF B. DEPTH 5 Of.O 5 O"/b . ' ' ··*·*WEB ·DES':tGN** ···STEEL.FY--=· :5t:)OQO. PSI.·. MIN VERT SHEAR = 2805.8 LBS •. -~------~~--~.:..·__ :· -~ :·: --~ \ -··END· REA_C,T'ION· = 11223. 3 LBS,. · ... -. . . ·_ :· · . · · REQ DEV . REQ FILLET AVBL ---·WEB'NO'DESCRIPTION: ·· .. ·: · '·Q-··K .-,·· KL/R,.Ax· ~OAD-A:X LOAD WELD SIZE WELD SLOT . 2 14 Ll-1/2Xl-1/2X.115. 2 1.00 129.-4. + 19871.+ 19907. 11.6X .115 12.2+ .OB .. Vl 18 Ll-_1/2:Xl-'1Z2X.145. 1 1. 00. :J-0,4 .1 ,... . 1966. -5'692. 2. ox .145 3. 4+ • 0 · , .. ,-3 ··14··L1-1}2Xl-l/2·X.115:··,. ·2··1.00,· 71~.2 -"11·5:03· • ..-13054. 6.7X' .115 8.0+ .OB . 4· :'.2.2".L . 2; . 'X , 2·. ::x,.137 . · 1 ·.1. 00 125 .. ~ 7 t ''11200.+-'15877·. 5. 5X .13·7 :5 .• 8+ ... 0 . · V2. 8 Ll-1/4Xl-1/4X.·111·''·.:-·'.l.·1.00 124.6.,-1915.-. 2550. 2.ox .111 · 3.1+ .o . . 5 14· Ll-1Z2Xl-1/;2X~·115 · 2· 1.0·0 84~0 -· 8'454.-11586. 5.0X .1H> 8.5+ .OB. 6 18 Ll-1Z2Xl-1/2X.145. 1 1.QO, ,169.0 + · 5708.+ 12419. 2.9X .145 5.0+ .o V3 8 .Ll"."':l./.4Xl-1/4X.111 "· . 1 1."00 124-.6 --1915.-.. 2550. 2.ox .111. 3.1+ .o 7 22· ·L ·2: x· 2 x •. 13,7 ·.·: ... 1 1.00 125.7 -···4,5·s8.-4.998. 2.2x .137 5.8+ · .o 7R 22 'L· 2 X 2 X.13.7 · 1 1.0.0 .125.7 -4'558.-4998. 2.2X .J.37 . 5.8+ .O V4. '.~LL1'.'-1/4Xl-1/4X.111, :. 1 __ :1-.-00.124.Q .:.. -191-5~-· ,255b. 2.ox .111 · 3.1+ .o 6R 18, Ll-1/2Xl-1Z2X.145 11 .• 00· 169.0 + 5778.+ 12419. 2.9X .145 5.0+ .o 5R 14 Ll.;..1/2Xl-1Z2-X.115 .. :2 1, •. 00. 84.0 .-8524.,,.. 11586. 5.0X .115 8.5+ .OB · V5 8 Ll-l"/4X;L.-1/4X.ll:1.:;. _1 :1.00 124~6 -. 1.915.-· 2550. 2.0X ~1-11 3.1+ .O 4R 2? L 2 .X 2 X.137 .. ~ i~O-O 12~r7·+.11270~+ 15877. 5.5X .130 5.8+ .O 3-R 14 L1-11.2x1·.:..11.2x.11,5 2 -1~·00 70.0 -11347 ..... 13178. 6.6X .115 .s.o+ .OB V6 18 Ll-1Z2Xl-1Z2X:145 1 ~.-OD 104~1 -1945.-5692. 2.0X .145 3.4+ .O . 2~ 14 Ll-lf?~l-112:X.115 2 lrOO 129.4 + 19871.+ 19907. 11.6X .115 11.2+ .OB ~---------. ------------' -- **BRIDGING REQUX~EMENTS**. ~~ -----------------TC RYY == i.435; BC R,YY = · 1~241,·-WLEN/(TC·RYY) = 331.285 -WORKING· LENGTH = 39.,.q25 .FT . . · . . · BRIDGINQ SPACING DEVELOPED AT 19. ~,l13 FT FOR 1 RQW(S) OF ff-BRIDGING. --------------------------' - ~ .. :· '. "'" . ' ' ~. . .. --:, : ,. ·.: : ' . -·-.. •' .... ~ ., ... ,.... ~--~ ,,_. -..... ,_ . .. .. ... '.,,. ,., ..... , _.:, '·-.· -~-. --. -~ ... ·-·-. - . . -'1 .... : .. . .. ., . • -· . PURITAN -BENNETT -· ·· 94-9-43-2 LIST · 34 May 22, 1990 T67 32LH 516 39' 6-1/811 . -----------------------------------------------. ------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG·· DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH 32.00 BS LENGTH 39-6 1/8 SPACING STANDARD STANDARD INCHES 13.1 1.50 TL **LOAD CRITERI~** -· ---------------TOTAL LOAD= 516. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **TCX/CANT LOAD CRITERIA** .... R TCX . LOADS: UNIFORM = 568. PLF. -· : **BASIC-DIME-NSIONS** .28 LL LEFT RIGHT LEFT VAR DIM 1-4 0/0 RIGHT WK LENGTH END PANEL END PANEL . 39.1771 _ 5-1 0/0 5-1 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-9 0/0 3-9 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT · 32 0/0 30 7/8 32 0/0 30 7/8 32 0/0 3·0 7/8 ~ACTUAL) EFF) ------------------*-*TRUSS ANALYSIS** ------------------EFF .. WEB WEB pp LOAD-LBS. DEPTH ·MEM_. SLOPE 1 92-4.5 30.850 2 -.523 2. 1613.8 30.850 2D -1. 928 3 1377.3 30.850 3 1.921 4 1376.0 30.850 4 -.964 ~ 5 1376. 0 30.850 V2 .ooo 6 1376.0 . 30.850 5 .964 7 1376.0' 30.850 6 -.964 8 1376.0 30.850 V3 .ooo 9 1376.0 30.850 7 .964 10 1376.0 30.850 8 -.964 11 .1376. 0 30.850 V4 .ooo 12 1376.0 30.850 8R .964 13 1377.3 30.850 7R -.964 14 1613.8 30.850 V5 .000 15 924.5 30.850 6R .964 16 .o .000 5R -.964 17 .o .ooo V6 .ooo 18 .o .000 4R .964 19 .o .000 3R -1.921 20 .o .000 2DR 1.928 21 .o .000 2R .523 ·+ + .- + + + + + ·+ VAR DIM INTERIOR PANELS 1-4 0/0 5 AT 5-4 0/0 AXIAL LD TCX LEFT o-0 0/0 TCX RIGHT 1-6 1/2 AXIAL LD AXIAL LD IN WEB ·.:··-· TOP CHORD BOT CHORD 19818. 5 .. 17562.6 .o 1818.0 .16725.6 .o 8533.9 .o 20666.6 8921.5 27089.4 .o 1376.0 27089.4 .o 6938.9 .o 32084.9 4956.4 35653.1 .o 1376.0. 35653.1 .o 2973.8 .o 37794.1 991.3 38507.7 .o 1376.0 38507.7 .o 991.3 .o 37794.1 2973.8 35653.1 .o 1376.0 35653.1 .o 4956.4 .o 32084.9 6938.9 27089.4 .o 1376.0 · 27089.4 .o 8921.5 .o 20666.6 8533.9 16725.6 .o 1818.0 17562.6 .o 19818.5 .o .o . , . ·::.,.: ~ ' : ' -. ·, ,. '. ' ... , .. , .•. , .. . , ~-", ...... ~,. ·. ~ ':'. ' . . ' . . ' . . . _,.. .... . ', ~ ' ' •• . , PNRIT.AN · -· BENNETT , -· . : -May 22,, . J.990 . 94-9-4-32 .. LIST 3·4 ... -.. , TG7 . --~-------~-~---*·*CHORD DES:rGN·** ,ST~EL FY = 5000.0 •. PSJ: . ' . ----------------. .. · AXIAL AXIAL .MOMENT BENDING BENDIN,G COMBINED STRESS RATid UNI LOAD LEND PANEL PP 10045.2 .3348 -7487.0 LEND PANEL MP 10045.2 .• 48'12 6547.4, STRESS RATIO RATIO 16214.3 .5405 .8753 5865. 2 • 2638 .• 7450 L VAR PANEL PP 9566.§-· .3189. -7487~0 16214.3 .5405 .2594 :·.:,cL:;VAR.PANEL .. :00:P ;_,. .. , 9-566,.5. ·.,~. '~51;3:2 . ·: .-. .72.-0.~ '·:. ·-::_.··.INT .PANEL .pp:··.-22'025 :1. ·.: -,-·-.7342'''. · ·-.;.3.669. 3 INT PANEL MP 22025.-1· .85-65, . · 18·34;7 645.3 ~0243 .• 5374 ., . -: 7 9 4 6 • 5 • 2 6 4.9 · • 9 9 91 1643.5 .0645-.9210 R VAR PANEL .MP , , ·9.56:6. 5 ~ 5132 720. 3 645.3 .0243 .5374 R. VAR PANEL PP 9'566. 5 • 3189 ..,.7487. O R -END PANEL MP 1-0045.2 .4812 6547.4 16214.3 .5405 .8594 . 5865. 2 • 2638 • 7:450 R'END· ·PANE'.r.J PP · 10045.2 · .3348 -7487.0 16214.3 .5405 .8753 :-:., . .-<sEC :.DESCRIPT,ION · ... ''·.· :_:, :AXIAL to~b "It .·. "KL/R _-.TC ... 3.1· L 2. X ,. 2.-X.·232 :., . , 38'508~ .1.·00 :-4,0.·8 -::·o:.:ae:.; ·26-··.:L::-·2 ·X .. 2. :, · X.17 5,, . ·. :· --.:,·3 779;4. ·.1. 00 162. 3, ·· I . FLRS .-LENGTH 722.SDEV 2 41-.0 5/8 154. 5REQ . O. 3 0-. 6 1} 8 . . -~ . : · ~,. SEC DES'CRIPTI6N --·~,,. · · · _ _.~AXIAL .. STRES·S ... -CBRMP . ~ 553. 7REQ TL . .. BC . 26 L ·2, X 2 . X.175 28764. ~9588 . -. BOTTOM CHORD EXTENSION = . 0-7 0/0 L/3GO LIVE LOAD DEV= 449.Q PLF, L/240 LIVE LOAD DEV= . TO.TAL LOAD· FOR DEFL ;= .. 516 • 0 · PLF. -673.6 PLF -------,--~---~ *~TCX DESIGN:** ------~~-----~· SEC R 91 TC 40L BR BENDING MOMENT 8094. REQ: S .270 DEV.S ~462 REQ :t .155 DEV I .653 DEFLC IN. .154 . BEARING LENGTH DEPTH 1-6 1/2 5.00 o-6 0/0 --------------------1" . . . ' . . *·*EN·D PANEL DE$.IGN** · ----~----------~---~--. AXIAL· LOAD· K ·.·· ... -KL/R · .. FLR : WEB -·To END BASEL NGM NGM . B. DEPTH LEFT 17 5 62 • 6 1. 0.0 70 • 3 .1 2 D 3-9 O / O 5 o /0 RIGHT 17562.6 .1.00 . 70.3 ·· 1 2D . · 3-9 .9/~:. 5 OtO >-~;;;wiB-oisIQN;,;;/~:STEEL:··~i a-~---5:~~-0-0 ~-.,PSI ... '. :MIN VERT ·s-HEAR = 2526. 9: LBS. ---;-------,.-----:--.. '·:. · -···-·· -· END REACTION = 10107 .• 7 LBS • J -WEB NO DESCRIPTION '-:.m. 2. ·18 Ll-l/'2.Xl-1/2X.145-- · ~ 20·1s L1-1,2x1-1,2x.145 . 3, 27 L 2 X 2. X.188 • t • 4 22 .L 2 X 2 X.1·37. '· V2 '8 Ll-1/ 4Xl-l/ 4X.111: · ... 5 25.L 2 X 2 X.163, , · 6 .14 Ll-1·'--2Xl-l/2X.115. ,, 1 • • V3 · 8 Ll-1:/4Xl-114'X •• 1,11 · . · R;EQ DEV REQ FILLET AVBL Q K KL/RAX LOAD.AX LOAD WELD SIZE WELD SLOT_ 2 1.00 1_44 •. 0 +.;;c19819·.+ 24839. 9.2X .145 9~5+ .OB ·1 1.00 111.s ;;.· ·2,03,5.-4458 •. 2.ox .145 3'.3+ .o 11.20106.0 --8534.-~522. 3.3X .175 4.1+ .O ·,l .1 •. 00 11-2.0-+--.~-892·1.+ 15877. 4.4X .13-7-----4.8+ .O 1 1.00 125.2 -1569.-2527~ 2.ox .111 3.1+ .o 1 1:00 112.5 -~939.-7jao. 2.9X .163 4.B+ ~O ,1. 1.,00 -14,9.8 + 4956.+ 9953. 2.9X .11.5 4.0+ .O 1'1.00-125.2· ·-1569.-2527. 2.0X .111 3.1+ .O 1 1.00 112.0 .,. . 3,64.1,.-6288. 2.0X .137 4.8+ .O 7 22 L 2 X 2 ·x •. 137 8 .14 Ll-1/~Xl-l/2X0 115 . 1 1 •. 00 149.8 +. 3641.+ · 9953. 2.9X .115 4·.o+ .O -V4 8. Ll-lZ 4Xl-1Z 4X. lll SR 14 Ll-11/2Xl-lt2X.115 7R·22 L 2 X 2. X.137,. V5. 8 L:1,-1/4Xl-1/4X:111 ., 6R 14 L1-1,2x1-1,2x.11s. · 5R 2-5 L 2 . X 2 X. 163 ·, V6 8 Ll-1/4Xl-1/4X.111 4R 22 L 2 X 2 X .• 137 3R 27 L 2 X 2 X.188 . ~ -·--- 1 .. 1 • 0 0 12 5 • 2 ·-. · 15·6 9 .• -2 5 2 7 • 2 • OX • 111 3 • 1 + • 0 1 1.-00 149~8 + 3641.+ 9953. 2.9X .115 4.0+ .O i,1.-00·112wo 3~41.-6288. 2.ox .137 4.8+ .o 1 1.00 125.2 -1569.-2521. 2.ox .111 3.1+ .o -11.0014968' + 4956.+ 99i3. 2.9X wll5 4.0+ .O __ 1 _1.QO 112'.5 . .,. 6939.-. 7380. 2.9X .1·63 4.8+ .O 1 1.00 125.z -1569.-2527. 2.ox .111 3.1+ .o 1 1.00 112.0 + 8921.+ 15877. 4.4X .137 4.8+ .O 1 1.20 l-0~.0 8534.-9522. 3.3X .175 4.1+ .o •. , ~,.:;-... '· •. :.-,J. -• : '·-.. -• ·-·. • • -J ·,; r • . .... ... ' , , .. , , , • ~ , , , "",, , • •r-•• •" -• r -··· ~' .._._ .. ,. .. ... ~' ,· :.:::' ·_: .;,·_. :--, '. ~ •. -:, -·-__ ; ... -., .. -r.-· ., .. , . J -• . .. ,. .... -· ~-·-....... ,_ ....... ... -.. :, ...... • • • ... ,· -: " ' -;: • ".; :, : • ·-: •• > -~ •• -PURITAN -BENNETT . 94-9-432 · LIST 34 T67 . .. *·*WEB DESIGN** . STEEL FY WEB NO DESCRIPTION 2DR 18 Ll-1/2Xl-1/2X.145 2R 18 L1-11/2X1-11/2X.145 •• = 50000. Q K 1 1.00 2 1.00 ·**BRIDGING. REQUIREMENTS** . ------· ----------------- •• May 22, 1990 PSI. MIN VERT SHEAR= 2526.9 LBS. END REACTION= 10107.7 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 117.8 -2035.-4458. 2.0X .145 3.3+ .0 144.0 + 19819.+ 24839. 9.2X .145 9.5+ .OB TC RYY = 1.246, BC RYY = 1.232, WLEN/(TC RYY) = 377.450 WORKING LENGTH= 39.177 FT BRIDGING SPACING STANDARD AT 13.059 FT FOR 2 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R •• • PURITAN -BENNETT . May 21, 19·90 94-9-432 · LIST 35 G20 27YG O 23' 6-1/411 27G 4N 12.30K ------------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-6 1/4 06-00 0/0 5.0 IN .5 IN .50 TL REQ .00 LL :~: ,-*.*LOAD CRITERIA*·* -----------------TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 109.00 KIPS. CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA** ---·-L TCX LOADS: UNIFORM= . O. PLF: **BASIC DIMENSIONS** ---------------------. -. -. -LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 23.1875 3-10 3/4 3-7 1/2 LEFT VAR DIM 2-0 0/0 VAR DIM INTERIOR PANELS 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM · 3-10 3/4 3-7 1/2 . 5-10 __ 3/4 5-_ 7 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 27 0/.0 25 11/8 27 0/.0 27 0/.0 (ACTUAL) 25 11/8 25 11/8 (EFF) ·**TRUSS ANALYSIS** . . . ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 25.145 2 -.562 2 '.,f .o 25.145 Vl .ooo 3 12300.0 25.145 3 1.048 4 .o 25.145 4 -1.048 5 .o 25.145 V2 .ooo 6 12300.0 25.145 5 1.048 7 .o 25.145 6 -1.048 8 • 0. 25.145 V3 .000. 9 12300.0 25.145 6R 1.048 10 .o 25.145 SR -1.048 11 .o 25.145" V4 .ooo 12 .o .000 4R 1.048 13 .o .ooo 3R -1.048 14 .o .000 vs .ooo 15 .o .000 2R .606 .. ... . . . · -AXIAL ·LO IN WEB + · 37224 .1 . 0 25207.4 + 8203.9 .. 0 8203.9 .. + 8203.9 12300.0 + 8799.7 8799.7 . 0 + 8799.7 25803.2 .o + 36020.1 TCX LEFT o-1 0/0 TCX RIGHT o-0 0/0 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 32452.1 .o 32452.1 .o .o 49856.6 55520.9 .o 55520.9 .o .o 61185.3 66849. 6. .. 0 . 66849.6 .o .o 60773.9 54698.2 .o 54698.2 .o .o 48622.4 30806.6 .o 30806.6 .o .o .o ... ,.·. : • .. _ . ... , ~ : .. ,..,. _, . . ~--' PURITAN' -·.BENNETT · . , .. . 94-9~.-43"2 · LIST: ~5 G20 ------·---------**CHORD DES:CGN** --~~------~-~---STEEL FY == 50000 •. PS.I AXIAL AXIAL MOMENT STRESS RATIO . UNI LOAD L END. PANEL pp· 5674. 7 .18:92 ~ O Is ENO PAN:EL MP 5674. 7 • 2.440-• o· BENDING STRESS .o L .VAR .PANEL PP : -5674. 7 .• 1J392 • 0 . .o •. o L VAR PANEL ··MP:. : 567'4. 7 . ·· ·-~. ·.'2094 .... ·. .. ... ··:.· : .• 0. ·, .: ... :· '.. INTt PANEL .pp: :·,. ·1116'89 .• 6 .... :_:_" .. :·. 3·8:97, ···. · ":. .', . .'. 0 ,·. -·.·. INT PANEL MP 1'1689 .• 6 • 4411 • 0 R VAR PANEL MP 5386. 9 .19.88 • 0 . 'R V~R PANEL PP 5-386-:9 .179_6 • O R END EANEL MP 5386 .•. 9 • 2252 • 0 REND PANEL PP 5386.9 .1796 .o • o·. ' • 0-' • o .o .o .o .o BENDING COMBINED RATIO .0000 .0000 • 0000 . ". • .oo.o.o .·. ·_,' · • 0000 -. • 0000 . .0000 .0000 .0000 .0000 RATI-0 .1892 •. 2.440 .1-892 ..• 2094· .3897- .4411 .1988 .1796 .2252 .1796 . _ SEC DESC~IPTION . .. . :· .-:-~XIAL ·L6Ao·: .K _ .... KL/R ·:_· . ~-I . FLRS . 'LENGTH 0._TC: 59· L· _4 X 4. __ X •. 3-7,5.:· ..... 6_68_50 •. :..1 •.. 00.· 35-.1. ··1071.lE>EV 6. 23-7 1/.4 .-: BC-··.39-~-.. L~-l/4X2-1/2X •. 25.0:· ·· .. ': ":. 611~5,. ,.J:. .• /0_0 · . 97. 7-.~: · . • OREQ _:· ·O .... 2:3-1 3 / 4 · · ··· ··· · ··· · .· ...... 463.7REQ TL SEC· ·DESCRIPTION _'.AXIAL2· 8sl.T4,R7···E. Ss · 9_ B9RM3 .. 8.P2 . . . . BC' 39 L2-1/2X2-1/'2'X. 250 . L/360 LIVE LOAD DEY ·= ~2.09-. 7 PLF, L/240 LIV~ LOAD DEV = 48,i:4. 5 PLF TOTAL LOAD FOR DEFL = . 20'84 •. 2 -PL~. . . , -' --' ' __ ,, ---· - · .... **TC.X DESIGN**·;.· ____________ .;;.. __ ' SEC L 5.9 TC . 63 'BR BENDING MOMENT . o .. REQ s ..• 000 DEV ~r· 3.~46 I ' **END PANEL ·DESIGN**' .. ' . -· "'.· .R~Q I ' .000 DEV I 8~717 DEFLC IN. .008 BEARING LENGTH DEPTH 0,-1 0 /. 0 . q. 0 0 0-6 O}O .. ' -. ~-~----~-'!"--:--~----------;. .. ,... . . . . . , i. AXIAL LOAD'. ~-. K . · KL/R .. F.LR ... _,WEB:_'_ TO END BASEL· NGM NGM LEFT" 3245"2,'.)'.. 1-~o:o 56 •. 8, ·. · o. · .. v-·. ·. 3-10 3/4· ,, · EP VP 13 •. DEPTH'. 6 0/.0 . 6 0/0 RIGHT 30e:06.6 1.00 52.7 d V · 3-7 1/'2 _ EP VP ----------~--~-----~-:--~~--------~~----··:. ;**ADDIT;_CQNAL TC; .. AX:J:'AL ;LOAD r)ES·I·GI_'f**': ··1:~,A_LLO.W.AB;t,E· ·STRESS' INCREASED 3-3~ · · ·. -...i-,---~-------------·---'!'-9·~----;.-~--~--· .. --AXIAL SEC FORCE'. -TENSION·-.· AXIAL . AXIAL -· ··. STRESS . RATIO /·,1, TC 5~ .,f109909:• 19060: •. :i, : 47?7 AXIAL, ' SAT·RXEIAs,Ls· ' , -FORCE : . L END PANEL PP 1-4145:2 .• 1 24734 .•. 8-L END PANEL MP 14.14:52 .1 24734. 8 . L· V:AR PANEL -pp -141452 .1 .. · · 2.4-734, .• ·8. ;L. VIARN.T :PPAANNEE.LL, Mp,_pp·· 1414-52 .1 .2473?1.. 8 . 175849. 7 30'.749. '7 . 'INT PANEL MP 1758'49 ~ 7 3·0749. 7 R V:AR PANEL MP 139.806, 6 24447 ~ 0 -R VAR PANEL PP 1.39806.6 24447 .• ·o. REND PANEL .MP-139806.6 24447.1 REND PANEL PP 139806-.6 244.47~1 .. ~ !. ' • ' ·~. ' ,. •• ', . ''; ::-: .: . -~ ..,·_ --·-. -' :~ . -. COMPRESSION -AXIAL BENDING RAT!b ·. ·. -. STRESS , .• 6199 .• o • 7998 . . -• O .• 6199, ,. -·. · -.-. ,, ..• 0 ~ 6;864 ,_ ' • 0 .7707-• 0 .87~4 .o .~784 .o .6127 .0 .7683 .• 0 • 6l27. . . • 0 . . , ~ .. ~ ... . . . •·. ,'• -··:'" BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .6199 .7998 ..-6'199 .6864 .7707 • 8·724 .6784 .6127 .7683 .6127 ... "', " . . ' ~ ,1_ •• •• PBRITAN -BENNETT 94-9-432 LIST 35. G20 • .e May 21, 1990 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 4666.4 LBS. WEB NO DESCRIPTION 2Q 2 31 L 2 X 2 X.232 Vl 17 Ll-1/2Xl-1/2X.138 1 3. 27 L 2 X 2 X.188 .2 4 --22 L ·2 X 2 X.137. 2 ·v2 17 Ll-1/2Xl-1/2X.138 1 5 22 L 2 X 2 X.137 1 6 22 L 2 X 2 X.137 2 V3 27 L 2 X 2 X.188 1 6R 22 L 2 X 2 X.137 2 5R 25 L 2 X 2 X.163 1 V4 17 Ll-1/2Xl-1/2X.138 1 4R 22· L 2 X 2 X.137 . 2 3R 27 L 2 X 2 X.188 2 V5. 17 Ll-1/2Xl-l./2X. l3-8_ ,_.·, 1 2R 31 L 2 X 2 · X.232 2 **BRIDGING REQUIREMENTS** ------------------------- K 1.00 1.00 1.00 1. 00. 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 LOO 1.00 1.00 1.00 END REACTION= 18665.5 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 84.0 + 37224.+ 52451. 13.4X .188 11.6+ 3.6B 85.1 -1337.-7086. 2.ox .138 4.2+ .o 56.3 -25207.-33449. 9.lX .188 10.0+ .OB 55.7 + .. 8204.+ 31754. 7.8X .137 10.0+ .OB 8 5 • 1 --. -13 3 7 • -7 0 8 6 • . 2 • 0 X . 13 8 4 • 2 + . 0 87.6 -8204.-8641. 4.0X .137 5.7+ .o 55.7 + 8204.+ 31754. 7.8X .137 10.0+ .OB 63.9 -12300.-15801. 4.4X .188 4.9+ .0 55.7 + 8800.+ 31754. 7.8X .137 10.0+ .OB. 88.o -·8800.-10612. 3.6X .163 5.7+ .o 85.1 -1337.-7086. 2.ox .138 4.2+ .o 55.7 +· 8800.+ 31754. 7.8x··.137 10.0+ .OB 56.3 -25803.-33449. 9.3X .188 10.0+ .OB . 85.1--1337.-7086 •. 2.0X .138 4.2+ .0 79.4.~ 3602Q.+ 52451. 12.9X .188 11.3+ 3.6B TC RYY = 2.051, BC RYY = 1.440, WLEN/(TC RYY) = 135.636 .. WORKING LENGTH:= 23 .188. FT. . -· MAXIMUM SPACING FOR BC .BRACES = 28. 799 · ~ . ' ... ',_ ,r-;• ·,; • •, .. • ·rJ •, ~--...•. • -.>~ ' ·-. ... ' •• ··Ma:y 2-:I;,.-·:19~0-· 23' · ·6.;..1(4". --·. 27G, 4N 12·.3oK .---~~--------~--------------~------~-~~--~-------~-------------~---------------**JO;tsi;r GIRDER D.ESIGN REQUIREMENTS*-* SJI SPECS VULCRAFT ENG .DEPT** --------~------------~-~--~--~--------~~-~--~--~----------------------~-------JOI-ST LEFT. END 'RGHT END ACTUAL DEFL'POINT SPACING --.STRUT STRUT -INCHES LOADS O <5 ~ 0 O OJ O --~ 5 -IN · 5 • o: IN ; 5 6 TL REQ .00 LL -----------------.. : :_,**LOAD '_CRITERIA**' : __ / . '. -. ,; . ·: . " . ,_ -. . ::· .:f i~i~t,~L6Ao~·:~~~-:.~~ ~ :, P~F-/ LI~~ ~~~~-~-:':. :"·,.o~·'· ~~~< T.OTL LOAD'· DEFLECTION SPECIFIED AS L/240 ADDITIONAL_ TC AXIAL LOAD = · 82. 00 _KI.PS • . : >.CONCENTRATED ·12·. 3·00 ;KIP (S) 'TOTA:ti·· ~T_ p~:_·: ''3.'. 6 :·:·:_, .. ;;TCX/GANatt6Ao-:-cR·fTERii;; _ -. . . _ __,_, - ·-9 . ~~:~--~-~--~---------.~~----.~---~: -·'-"~-... . ~ -~ .. -· ,' 1i TCX . LOADS: UNIFORM =::' --0 ~ ' PLF •. _-,:-"·· .. ---------~---------~ **-BASI_C DIMENS:tONS**. -· . . ' .. -------------------- .. WK. LE;d~H EN~EiIN~L-~~~Ig~~L--_-{r~Ffi;M ·• v~lGMiM. INTERIOR PANELS 23.:1;875·. 3-7 1/2 3-1.0 3/4 2-. O· 0/0 2-O· 0/0 3 AT 4-0 0/:0 .LEFT TC RIGHT TC END PANEL END PANEL · 3.--7_ 'J./2 3-10 _3/ 4 . . -· · · ·DEPTH :_ · DEPTH -DEPTH,. ~ ·· · · · · -· ·· · . . \ : . ' -. LEFT CENTER• · RIGHT · . -· · ·27 0/fJ·· 27 0/;0· 21· :01.0 (ACTUAL) . · 25 11/4 2, 11/4 25 11/4 {~FF) TCX LEFT o-0 0/0 TCX RIGHT o-1 0/0 -------~--------~--.... · · **·':1;1~U$S~:~ANALYSI$** _ .... ,._, __ .. w -·-•••• • • • ........ :, --.. . (. . ' ----------~---·--- pp 1 2 3· 4 5 6 7 8 9 10 11 12 13 1.4-· 1,?. LOAD-LBS. .o 0 12300:0 .o • O; :J.2.300. O . . -· o· • o 12300.0 '· ~ O' . . . . , ..... •. o .o .o • 0 : • d EFF · WEB . ·-WEB· AXIAL LO . DEPTH MEM SLOPE 'IN WEB. 25. 28'8 2 -... .• 6'09 + 3·5870 .4 25. 28'8: · V1 • 0-00· -if<, -• 0 .2'5.28'8 · 3 1.054 -'2'5733:·4 25.288 .. 4 -1 .• 054 ·+ '8775.9 . 2 5 • 2 S:8 V2 -•. 0 0:0 ·. -.. , . _ .• 0 . . 2 5 • Z8:a . 5 1 • O 5 4 ~ 8 7 7 5 • 9 . .2-5 .•. 2 8·8 6 -1. 0 5 4 · + i8 7 7 5 • 9 25 .• -28'8 V3' -.-00-0, ----.123_0-o. o · .25. 2-88 6R .1 •. 054 . + . ·8181. 7 25.2a8 5R -lwD54 8181.7 25.288 V4 .000 -.O .boo 4R 1.054 + 8181.7 • 000 3R .:.·1 ~ 054 2:5139. 2 • 0 0 b V5 •. 0 0 d . • 0 .000 2R -..• -565. + 3706~ .• 4 . . '• . -. . . -.,._,', .. ,-., ' .. _ .... .. AXIAL LO TOP CHORD 3063·1. 4 30631.4 -• 0 54387. 2 54-387. 2 .o .66469.6 66469.6 .o 55205.3 55205.3 . .o 32267.6 32267.6 .o 1··· . ':· . r•• .... '-~ . ' ~ ·_. .--.... • , .. ,, .!., I•.·,,,,-·,...,' 'I.• -I .... • . --.. /_;, " .... ~«,.F .:~ .... -..... ;~ • -• 0 0W • ~ ··,-":• ... ;,,, --:·•!: o •'HM c· ... :·· ~, .... .,..,,,-,, -: ...................... ::· · .. .., ••. ~.-;: .. :.·:-.. ... 1-•· ~-.. ,.. - . ,· ;.,. ' -· . .• '1 ~..... •• • • • AXIAL LO BOT-CHORD . • 0 .• :o 48346.0 .-0 .o. 60428.4 .o • 0 ... 60837. 4 · .o •. o 4957.3 .1 .o • o . •. Q '" ··. ·, _,.._ ,' :· .. '. ,. -~ . . .. ... • PURITAN -BENNETT 94-9-432 LIST 35 G21 **CHORD DESIGN** LEND PANEL PP LEND PANEL MP L VAR PANEL PP .. L VAR PANEL MP -. INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP STEEL FY AXIAL STRESS 6689.1 6689.1 6689.1 6689.1. -14515.1 14515.1 7046.4 7046.4 7046.4 7046.4 SEC DESCRIPTION. TC 54 L3-1/2X3-1/.2X.344 BC -38 L2-1j'2X2-1j'2X. 23.0 May 21, 1990 MOMENT UNI LOAD .o .o ..• 0 ~o = 50000. PSI AXIAL RATIO .2230 .2951 .2230 .2521 .4838 .5587 .2656 .2349 .3226 .2349 AXIAL LOAD 66470. , 60837. ..• 0 .o .o .o .o .o K ·KL/R 1.00 .38.9 1. 00. ·. 97. 5 SEC DESCRIPTION . -AXIAL STRESS CBRMP BC -• BENDING BENDING STRESS RATIO .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 I-FLRS 955.3DEV 6 . OREQ . 0 463.7REQ TL COMBINED RATIO .2230 .2951 .2230 .2521 .4838 .5587 .2656 .2349 .3226 .2349 LENGTH 23-7 1/4 23-1 3j'4 38 L2-1/2X2-1/2X.230 30293. 1.0098 L/-360 LIVE !.OAD DEV= 2862.6 PLF, L/240 LIVE LOAD DEV= 4293.9 PLF TOTAL LOAD FOR DEFL = 2084.2 PLF. - **TCX DESIGN** SEC R 54 63 TC BR BENDING MOMENT o. **END PANEL DESIGN** REQ S .000 DEV S 2.13i REQ I .000 DEV I 5.323 DEFLC IN. .008 LENGTH o-1 0/0 0-6 0j'0 BEARING DEPTH 6.00 AXIAL LOAD K KL/R FLR WEB TO END BASEL -NGM -NGM B. · DEPTH LEFT· 30631.4 1.00 60.3 0 ·v 3-7 112 EP -VP 6 0/.0 RIGHT 32267.6 1.00 65.0 0 V 3-10 3j'4 EP VP 6 0j'0 -----------------------------------·**ADDITIONAL TC AXIAL-LOAD DESIGN** A,LLOWABLE STRESS INCREASED 33% -TENSION -AXIAL AXIAL AXIAL SEC FORCE STRESS RATIO TC 54 82000. 17906. 6'-' • 4488 . -COMPRESSION AXIAL AXIAL AXIAL BENDING BENDING COMBINED FORCE STRESS RATIO STRESS RATIO RATIO LEND PANEL PP 112631.4 24595.6 .6164 .o .0000 .6164 LEND PANEL MP 112631.4 24595.6 .8158 .o .0000 .8158 L VAR PANEL PP 112631.4. 24595.6 .6164 .o .0000 .6164 L VAR PANEL MP 112631.4 .24595.6 .6970 .o .0000 .6970 INT PANEL PP 148469.6 32421.7 .8126 .o .0000 .8126 INT PANEL MP 148469.6 32421. 7 .9383 .o .0000 .9383 R VAR PANEL MP 114267.6 24952.9 .7072 .o .0000 .7072 R VAR PANEL PP 114267.6 24952.9 .6254 .o .0000 .6254 REND PANEL MP 114267.6 24952.9 .8589 .o .0000 .8589 REND PANEL PP 114267.6 24952.9 .6254 .o .0000 .6254 ·: __ .., ' . .. '. .,·,···-··'····· . PURITAN · -.BENNETT·· ' . . · .... 94-9-. 43·2 · LIST .. 3:5 · ,_ · 'G21 . . --------------- .,, . ' . ._:, •• **WEB DESIGN** SIJ;'EEL. FY= 50000. PSI. MIN VERT SHEAR= 4666.4 LBS. ----------,,.-,-,--END REACTION = 18665. 5. LBS. REQ DEV REQ FILLE~ AVBL WEB NO DESCRIPTI.ON . Q '.K KL/R AX LOAD AX LOAD WELD SIZE WELD SLOT 2 31 L 2 X 2 X.232 ·2 1.00 79.5· + 35870.+ 52451. 12.9X ~188 11.4+ 3.6B Vl 17 L1-1/2Xl-1/2X.l.38 1 1.00 85.6 -.132·9_.-7046. 2.ox .138 4.2+ .o .-3 27 L. 2 X 2 X.188. 2 lrOO 5645 -25733.-33409. 9.2X .188 10.1+ .• OB · .. ::4 .. , .. ,11·L1-1/2:x1-,1/2X.138-.,: '2"1.J)Q,·.·.75.~_f_. 877~.+ 23,697. 5-.8X .• 138'10.1+· ·.OB .· .--.'v2·:ri L1-112xa. ..... 1/2X.I3'8·-~:·1-:1.oo .. ·:9:5. •. 6·--· 1329.-·7046. 2.ox··~13a ·4.2+,. .o 5 25 L 2 X 2 X.163 1 1.00 8&.2 -8776.-10580. 3.6X ~163 5.7+ .O 6 17 Ll-1/2Xl-1/2X.138 ~ 1.00 75.2 + .8776.+ 23697. 5.8X .138 10.1+ .OB V3 27 L 2 X 2 X.18B 1 1.00 64.2 ~ 123-00.-15755. 4.4X .188 4.9+ .O .6R 1_7 L1-1/2Xl-1/2X.138 2 1.00 75.2. + 8_182.+ 23697. 5.8X .1_38 10.1+ .OB 5R 22 L 2 X -2 X~137· 1 1.00 87.9 -8182.-8618. 4.0X .137 5.7+ .O V4 17 Ll-1/2Xl-·1/2X.138:. 1-1.-00-85.6 .... 1-329 • ..-7046. 2.ox .138 -4.2+ .o 4:R 17·LJ..-lf2Xl-1/2X.138_··.:2 .1~00. 75._2 + _8182_.+ \2.3.6Q7 •. 5.8X .138 ·1.0·.1+ -.OB 3R 27 L 2·. X · 2 ·X.188 2 1.00 -56.5--25139.-3340-9. 9.0X .188 ·10.1+_ .OB · .. v5 .1'1-L1-112x1--112x.-138,_-:·1 .. 1.00-:.: .. a-s.6,-:e: ·1329._ ... 7046. 2.ox .13~ 4.2+ ·.o 2R ~-1 ·:i:,i 2 X 2 ·X.23,2 ·-2 ·1.-00· · 84.1 + }106-~.+ 52-451. 13.3X ·.188 _11.7+-3.6B .. ----------,.------~--------· .. **BRIDGING REQUIREMENTS** -~-------~-----~,------,,---TC RYY = 1.849, BC RYY = 1.435, WLEN/(TC RYY) = 150.512 WORKING LENGTH. = 2 3 • '18.8 FT . . ... MAXI?-IDM SPACING ·FOR .BC -BRACE$-,=· ,28. 706 ~--~---~------------~---- ' -. -.• .. =-·--·-·"'; ---· . , , ... ' ' . -_,_ ., . " .... ' j. -·': ' Ari.· -. ' ~ . . .. . .. . . . . '·" '. ·t • -:·-: ·_·. -., '::··;,. ' ... ' --. , •• l" ... ·-•' ~-.... .·.::... _:· ·.· ~ '• . . . --. . ' -- ... -· . • ~ ";. • • • • ;! ·, ~ PURITAN -BENNETT 94-9-432 LIST 35 G22 27XG 0 • • May 21, 1990 23' 3" 27G 4N 20.00K **JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .61 TL REQ .00 LL **LOAD CRITERIA** -----------------' . TOTAL LOAD= 0. PLF, LIVE LOAD= 0. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 70.00 KIPS. CONCENTRATED 20.000 KIP(S") "TOTAL AT PP 3 6 9 **BASIC DIMENSIONS** ---------------------LEFT WK L~NGTH END PANEL 22.9167 3-7 1/2 RIGHT END PANEL ·3-7 1/2 .·;· -LEFT ·vAR DIM 2-0 0/0 . RIGHT VAR DIM 2-0 0/0 INTERIOR PANELS 3 AT 4-0 0/0 DEPTH LEFT 27 0/0 25 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-7 1/2 3-7 1/2 DEPTH DEPTH CENTER RIGHT 27 0/0 27 0/0 (ACTUAL) 25 0/0 25 0/0 (EFF) ,·**TRUSS ANALY$IS** · EFF . WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 24.996 2 -.602 ·2 . o -24.996· .. Vl .ooo .. 3 20000.0 -24.996 3 L042 4 .o 24.996 4 -1.042 5 .o 24.996 -V2 .ooo 6 20000.0 24.996 5 1.042 7 .o ..,24. 996 . 6 -1.042 8 .o 24.996 V3 .ooo 9 20000.0 24.996 6R 1.042 10 .o 24.996 5R -1.042 11 • 0 . 24.996 V4 .. .ooo 12 .o .000 4R 1.042 13 .o .000 3R--l.042 14 .o .000 V5 .ooo 15 .o .000 2R .602 A-DIM B-DIM 5-7 1/2 5-7 1/2 ---AXIAL LD AXIAL LD -AXIAL LD IN WEB TOP CHORD BOT CHORD + 58144.2 49807.1 .o .o 49807.1 .o "41589.4" .o 78611.1 + 13863.1 88212.5 .o .o 88212.5 .o 13863.1 .o 97813.9 + 13863.1 107415.2 .o 20000.0 107415.2 .o + 13863.1 .o 97813.8 13863.1. 88212.5 .o .o 88212.5 .o + 13863.1 .o 78611.1 41589.4 -49807.0 .o .o 49807.1 .o + 58144.2 .o .o ' ..• . ' •• .·.PURITAN BENNETT . 94.-9...: 432 . LIST .35. · . ,G22 ----------------. --' **CHORD DESIGN** STEEL FY 5000.0. PSI --------------AXIAL AXIAL MOMENT BENDING STRESS RATIO UNI LOAD STRESS -· LEND PANEL PP 8709.4 .2903 ·.o .O L END PANEL MP 8709,. 4 • 3-640 • 0 • 0 L V:AR PANEL PP .. 8709,.4 .• 2-903 ....• O .O · . '.L~VAR .'PANEL: MP' .. · .. 8709 ~-:4· .... '·:. 3215 .·:. ·_:: ,,' .· • •. 00.· • 0 · . --·INT PANEL-.'pp -~:.:ta 7 8 3 ~ ,0-.· . ' • 6-2·61 • O -INT PANEL'·'MP .. 187$3 •. 0 • 708·8 • 0 • 0 R VAR PANEL MP 8709. 4 • 3·215 • O • 0 R VAR PANEL PP 8709. 4 •. 2903 .0 • 0 R END PANEL .MP 8709. 4 .'3·640 • 0 • 0 "R END PANEL PP 8709. 4 • 290-3 · • 0 • 0 BENDING RATIO .0000 • 00.00 .0000 • ooo·o· •· o.oo·o • 0.000 .0000 .0000 .0000 .0000 COMBINED . RATIO .2903 .3640 .• 2903 ~3215 :. 6261 .7088 .3215 .2903 .3640 .2903 .:.:· ·;·$<EC· DESCRIPTION . AXIAL LOAD . .,-· K · .... KL/R_. I . : ·, TC--59. L ·. 4 X . 4 X. 375 107415. ·1.·00 35 .1.--1382. 7DEV FLRS 6 LENGTH 23-3 0/0 2.3 -. 2 · o I o .'.BC . .:48 ... L,,._:J· .. X--.,s3 .X..313 . · ., :978r4. 1.00. 8'.la.5.-.OREQ ·· .. · .:: · -. . . _ -· ~--,.:. 732. OREQ . ·O TL .. . -.. ·':SEC DES'CRIPTION AXIAI:. S.TRESS .CBRMP',: -, :·: · . Be.· 48 L 3 ·x · 3 X~313. .30172. 1.0.057 . L/3·60 LIVE LOAD DEV = 4292 .'l. P~F, L/24-0 LIVE LOAD DEV = TOTAL LOAD FOR DEFL = · 3 4.08 • 4 PLF. 6438.l·PLF ------=----~---.·' --------,---· .... · ·**END. ·PAN-EL DESIGN**· . . ' --------------------. . LEFT AXIf~8~~~~ It 1.00 1.00 .KL/R 52.7 52.7 FLR WEB T.O· END BASEL NGM NGM . B.. DEPTH RIGHT 49807.1 0 V 0 V 3-7 1/2 EP VP 6 0/0 3-7 1/2 EP VP 6 0/0 -------------------~---------------1 **ADDITIONAL. 'rC ~XIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% ~---~--~-:-----~-----~~-------------~--.. ,, -· · ·· · ·' · -,. ·TENS-ION~ -·: ·.: .. -·• · ·· ---·.·-·-,_ AXIAL -.'. --AXIAL . AXIAL · ·-· · -SEC · FORCE ·' · STRESS RATIO · : TC 59 7'0000. 122-40. 4 • 3068 , I -• • • 0 ---·-•• --·-· -·.,. --:-AXIAL -.. ,_ AXIAL-'· =-·. ··· ... , · ,;., .. -,._,. · · ·---" .... _ FORCE--':····.·· STRESS ... ·. -COMPRESSION -AXIAL BENDING· t .END PANEL PP . 1198·07.1 .2.0949. -9- L END PANEL MP 119807 .1 20949. 9· L VAR PANEL PP 119807.1 20949.9 L. VAR PANEL MP .. :lil.9807 •. 1 2.0949. 9 INT PANEL PP 177415;·2· 31.023.4 INT PANEL MP 177415.2 31023.4 R VAR PANEL. MP 119:807. O 2-094.9. 9 R VAR PANEL.PP 1198·0'7.0 2·0949.9 R END PANEL MP 1.19·8,07 .1 20:949. 9 R. :E;ND PANEL PP · 119807 .1 --20949. 9 -------------- RATIO. .. s·TREs·s :.5251 .• 0 ~ 6584 . • 0 • 5251 • 0 • '5814 ...• 0 • 7775 .o • 88:02 • o • 5814,. • 0 • 52.51 • 0 • 6584 • 0 .!:)2.51 .o- **WEB DESIGN** STi~ii ;FY= 50000. PSI. MIN VERT SHEAR= END REACTION= --, -·' --------- WEB 2 Vl ,3 4 V2 5 6 , .V3 , ... 6R NO DESCRIPTION 46 ·L 3 X 3 X.281 17 Ll-1/2Xl-1/2X.138 39 L2-1/2X2-1/2X.250 29 L 2 X 2 X.213 17 Ll-i/~Xl-1/2X •. 138 29 L 2 X 2 X.213 29 L 2 X 2 X.213 20 Ll-1/2Xl-1/2X.170 2.9 L 2 X 2 X. 213-. .. . . . -.. ~ ·_ Q K .2 .1. 0.0 1 1. 00· 2 1.00 l .1 .• ,00 1 1.00 1 1.-0'0. 1 1.00 2 1 .. 00 1-1.00 . . .. ~:-,. ·. . . . . .... .. ' . . •' '.. .. . -.... ,,,. . .. ·~ ... -·. ;-··· (-~·-· -~ .... -. -· REQ... DEV KL/RAX LOAD AX LOAD 52.3 + 58144.+ 96422 • 84.6 -2148.-7127. 45. 0 -4158·9. ~ 59626. 88.3 + i38~3.+ 24199. 84.6 ~ 2148.-7127. 88. 3 -13863 • .,. 13.961. 88.3 + 13863.+ 24199. 54.5 ~ 20000.-22747. a8;3 + i~a63.+ 24199. '. ,., ,. - : .: '·-. "l.~··-.. .:;,_ : ~·,:.,. • ,-! ,.; '~ ••• ,. T' •: 0 • _, • -· :.• • -· • ,•. ' -~ < • 1-.., ' . ' ;' .. ~ .. ~.-~ . ~ . -, BENDING"· -RATIO .0000 .ooob .0000 ~-.0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED .. RATIO .5251 .6584 .5251 .5814 .7775 . .8802 .5814 .5251 .6584 .5251 7500.0 LBS. 30000.0 LBS. REQ FILLET AVB.L WELD SIZE WELD SLOT 17.9X .218 13.2+ 7.2B 2.0X .138 4.2+ .O 14.9X .188 12.2+ 7.1B 5.0X .188 .. 5 .• 7+ .O 2.0X .138 4.2+ .O 5.0X .• 188 5.7+ .O 5.0X .188 5.7+ .O 7.9X .170 IL.,+ .OB 5.0X .188-5.7+ .O , .... ,..: .... -:--;. . . .. .. ~. ·-. , ... " .. "' ·r ~ ~ • · PURITAN -BENNETT 94-9-432 LIST 35 G22 • •• May 21, 1990 **WEB DESIGN** STEEL FY = 50000e PSI. MIN VERT SHEAR= 7500.0 LBS. WEB NO DESCRIPTION 5R 29 L 2 X 2 X.213 V4 17 Ll-1/2Xl-1/2X.138 4R 29 L 2 X 2 X.213 3R 39 L2-1/2X2-1/2X.250 V5 17 Ll~l/2Xl-1/2X.1~8 2R 46 L 3 X 3 X.281 **BRIDGING REQUIREMENTS** ------------------------- Q K 1 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1.00 END REACTION= 30000.0 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 88.3 -13863.-13961. 5.0X .188 5.7+ .O 84.6 -2148.-7127. 2.0X .138 4.2+ .0 88.3 + 13863.+ 24199. 5.0X .188 5.7+ .0 45.0 -41589.-.59626. 14.9X .188 12.2+ 7.lB 84.6 -2148.-7127. 2.0X .138 4.2+ .0 52.3 + 58144.+ 96422. 17.9X .218 13.2+ 7.2B TC RYY = 2.051, BC RYY = 1.647, WLEN/(TC RYY) = 134.052 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 32.944 ··NOTE: DOUBLE ANGLES REQUIRED FOR VERTICAL WEBS AND/OR W2D •• .: •. · PURITAN· .... BENN.ETT· . , ~ay: 2.-1.; l9.90 . · .. 94-.9·.:.: 432 . 'LIST · '35· .. · -· · -· · · G23'' ' ' ' -27YG , 0 , 2~, ' 6-J)2;,._:·. ·.,·~7G 4N 12. 30K . -~----------~----~---~-,'"!-~-----------~--~-~--~--------------------------,--------**"70I$T GIRDER DESIGN RijQJ,J:J:REMENT8**--,----SJ·f ,,S·PECS VULCRAFT ENG DEPT-** --.---.-.-------------.----ioIST _____ LEFT-END-jiGHT-END--------~AciuAL-DEit-POINT __ _ DEPTH BS LENGTH .SPACING STRUT · STRUT INCHES l;JQADS 27. QO .. 2-3 .... 6 1/2 09..:.00 0/Q .• 5 I.N 4. O IN • 67 TL REQ .00 LL -------------~---..:.-. ... <~:·*~.LQAD . .CRITERIA**· -·:. .. .. ··· .-: ...... :. , ·. '.'.-,:·:·:··;::.: · ---·· · ·· .-~-·--.;..~.-~---·~ .. ·~ .... ~-~·. -~-,-~ ... ·, .. ,:··"···:··,',: :.~ ~, .. ~~·"' ~· .. :,:·-'',', '. ,' .,-.. rr',· ,:., TOTAL '.4i0AD = O. PLF., LIVE LOAb = . .-,o... PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/21,0 CONCE:l'TTRATEP 12. '.300 KIP(S) TOTAL AT PP 3 6 ·· 9 --:--~--~-~---i------------~--., **TCX/.CANT. LOAD' CR;tTERIA*~· ... ·_ :, . -· · ..... ,s-~·:·,_ ·• -~~--------~--------~-.. ~-~ ,. ~-~ • R TCX LOADS: . UNIFORM ;:= . ~; ---.,.-~--..:.-------~-.. -. -**BAS'.!:C DIMENSION.S*-* ' -. . .--~ . ... ' . ------.---~---,.----~-- ' ·-~~·. LEFT . RIGHT . LEFT . RIGHT , . .WK LENGTH END PANEL END PANEL.. . ':VAR_·:DIM ... VAR .DIM . INTERIOR PANELS · (>··;, ··. 2~,.208·t,. ·,. · 3-:-7 5/8 .· 3-;-10. 7f8., · ·· 2-""°.;0··\:0/~:~ _2-: 0 0./0 .3 AT 4-0 0/0 LEFT TC' . RIGHT· T.C END PANEL END PANEL 3-7 5/& 3-10 7/8 . DEPTH DEPTH DEPTH . A-DIM B-DIM 5-7 5/8 5-10 7/8 ! .. --.. LEFT CENTER RIGHT -. .. . . ' . . . . . . ' .. .. . .. : · 2.7. 0/0 ~7 0/0. :_, 2:7· 0/.0 ~(ACTUAL)~.. · · 2·5 If?, . 25 1/2, 25 1/2 (E;ff.) . TCX LEFT o-00/() TCX RIGHT o-1 ·0/0 · I!' ------------~-----. -::-;: . : • ·~. *tTRUSS ANA~YSIS*·* ~---~---------~~-- «'··pp 1 2 3 .4 5 6 7 8 9 10 11 12 13·, 14 15 . -LO,hD-LBS .,o . • 0 12300.0 '~ ,, ' ~ 0 ..... ... 0 12300:0 ', •,·· •. 0 • 0 ·. 12300. 0. • 0 ' 0 , . ' .·O. .o .o .o .. •• ,·) !. '. '' . "' . .. -. . . ~ .. .. ~ . . EFF·''" WEB--. MEM ·: DEPTH 2:5. 448 · 25,. 448 25.448 25.448 ·25. 448 · -.25. 448 25-.4.4.8·_ . 2·5,;·448 · 25.448. 25 .• 448 25.448-.000 .ooo .ooo .ooo 2 ·v1 · 3 4 . v2·· 5 6. V3 6R. .5R · V4 .· '§-~ \75 2R :_ WEB ·---·•:·"~·AXIA·L LD~, AXIAL ·LI) -.SLOPE ::" .. · ·. ··: .:r-N:·: WEB .... TOP CHORD· ,..,.. 611-.·+· .... 35784. 5. . '.30530. 9 -·.oo.o· · ..... o 30530.9 1 • 0'6 0 25,656 • 9 • 0 -1.060 .+ · 8749.6ti:\i ·, 54137.5 ·:o.oo .. ·-:-o :· · 54137.5 1 • 0 6 0, • :S 7 4·9, •. 6 . . • 0 ~i.o6zy + ··874~.6. 66143.9 .000 .. -12300~·0 ,,6614:3.9 .1.060 .. +. 8157.7.. . .o -1.,0'60 -8157. 7 ., . 54949. 7 ~OOP • .-0 54949.7 1~060 + 8157;7 .• o -1 .• 0 p,O " -: .· ..2-!?.Q 65 • 0 3 215 5 • 4 •. 000 . .o 32155.4 .567 + 36965.~ ·,o . ;• ... '' '• ._. ~ •• • ' ',~ J -.: '-~-. " , ta~A~H~Ro·· ' ' ~ O· .o 48134.4 ~o .o 60140.7 .• 0 .o 6054.6. 8 • 0. .o 49352.7 .o .o .o '• -' . ---. . . . .. ~ ·. ..:-' . . -~~.\-::::. ~;:-: ' -· i;~:::~t·>:~~~t/:i\:-~:;~>t~_::~.".·,~ ·-. :: . -,' ·::.:.:· _; .. __ , .. ·.::-\· ... ,J: .. ' . ~. ' ......... . ..... .,, ·-··-· .. : -: ,, ~ .. ,;.I),~ ·~r:-.,;;-,.~_ .... , ,,._~-... ~--~· ··~· :_, .. ·~· .. l· -~·:-.'-;~·· • •• ' _.. ,,. } 4• • • .... ·, _,. . .._.. . • •• PURITAN -BENNETT 94-9-432 LIST 35 G23 May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL STRESS RATIO LEND PANEL PP 10619.5 .3540 LEND PANEL MP 10619.5 .5227 L VAR PANEL PP 10619.5 .3540 . L VAR PANEL MP 10619.5 .4272 INT PANEL PP 23006.6 · .. 7669 INT PANEL MP 23006.6 .9438 R VAR PANEL MP 11184.5 .4500 R VAR PANEL PP 11184.5 .3728 REND PANEL MP 11184.5 .5781 REND PANEL PP 11184.5 .3728 SEC DESCRIPTION .AXIAL LOAD TC 43 L 3 X 3 X.250 66144. BC ·38 L2-1/2X2-1/2X.230.· 60547. MOMENT UNI LOAD .o .o .o .o .o .o .o .o .o .o K KL/R 1.00 44.1 1.00 97.5 BENDING STRESS .o .o .o .o .o .o .o .o .o .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 I ·FLRS COMBINED RATIO .3540 .5227 .3540 .4272 .7669" .9438 .4500 .3728 .5781 .3728 LENGTH 23-7 1/.2 23-4 o,o SEC DESCRIPTION AXIAL STRESS CBRMP 809.7DEV 6 .OREQ 0 464.7REQ TL BC 38 L2-1/2X2-lf2X.230 30145. 1.0048 ~b~K£ tlX~ Fg~DDiJI: ~6t~:~ ~tJ~ L/240 LIVE LOAD DEV= 3629.7 PLF **TCX DESIGN** SEC R 43 42 TC BR BENDING MOMENT o. **END PANEL DESIGN** AXIAL LOAD LEFT 30530.9 RIGHT 32155.4 K 1.00 1.00 REQ S .000 KL/R 70.3 75.8 DEV S 1.108 REQ I .ooo DEV I 2.488 DEFLC IN. .008 LENGTH o-1 0/.0 o-6 o,o BEARING DEPTH 6.00 FLR WEB TO END BASEL NGM NGM B. DEPTH 0 V 3-7 5/.8 EP VP 6 0/.0 0 V 3-10 718 EP VP 6 010 **WEB DESIGN**· STEEL FY= WEB NO DESCRIPTION 50000. PSI. MIN VERT SHEAR= END REACTION= Q2 K REQ DEV KL/RAX LOAD AX LOAD 79.8 + 35785.+ 52451. 86.1 -1323.-7002. 56.7 -25657.-33364. 4666.3 LBS. 18665.3 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 12.9X .188 11.4+ 3.6B 2 31 L 2 X 2 X.232 Vl 17 Ll-1/2Xl-1/2X.138 3 27 L 2 X 2 X.188 4 17 Ll-1/.2Xl-1/.2X.138 V2 17 Ll-l12Xl-112X.138 5 25 L 2 X 2 X.163 6 17 Ll-1/2Xl-1/2X.138 V3 27 L 2-X 2 X.188 6R 17 Ll-1/2Xl-1/2X.138 5R 22 L 2 X 2 X.137 V4 17 Ll-1/.2Xl-1/.2X.138 4R 17 Ll-l12Xl-112X.138 3R 27 L 2 X 2 X.188 V5 17 Ll-1/2Xl-1/2X.138 2R 31 L 2 X 2 X.232 1.00 1 1. 00 .. 2 1.00 1 1.00 ·1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1.00 118.4 + 8750.+ 11849. 86.1 -1323.-7002. 88.5 -8750.-10544. 118.4 + 8750.+ 11849. 64.6 -12300.-15703. 118.4 + 8158.+ 11849. 88.2 -8158.-8592. 86.1 -1323.-7002. 118.4 + 8158.+ 11849. 56.7 -25065.-33364. 86.1 -1323.-7002. 84.4 + 36966.+ 52451. 2.0X .138 4.2+ .O 9.2X .188 J:0.1+ .OB 4.3X .138 4.9+ .O 2.0X .138 4.2+ .O 3.6X .163 5.6+ .O 4.3X .138 4.9+ .0 4.4X .188 4.9+ .0 4.0X .138 4.9+ .O 4.0X .137 5.6+ .0 2.0X .138 4.2+ .O 4.0X .138 4.9+ .O 9.0X .188 10.1+ .OB 2.0X .138 4.2+ .0 13.3X .188 11.7+ 3.6B ''. .. ~, . ,':·.· : •. ; ' ' . ~ ~ ' ••• ,PURITAN -'BENNETT 94.-9-· 432 · ·LIST. 35 'Mq:Y .. 21 .. ,: -19.90 G23 .. -----~----~---~~---------**BRIDGING REQUIREMEN~S** --:------~-----.---------~---TC. RYY ::;:: 1. 633, :SC RYY ::;:: 1, .-435, WLE!'f / (T.C RYY) = 170. 517 WORKING L.ENGTH =. 2 3 • 2 08 FT MAXIMTJM SPA'CI!'fG FOR, BC BRACES.--28. 7·06 ~---~---~~-----~-~-------. •'1· .. , ~-· ~· . . ·, ... ·,, _ .. .,. ... 'f,, ---·1· •1 ,·, : . '-:" ·:-:-::, ' ,•_ ... , .. ···-~·~:~-=:', --·-·. -... ,;, . -~' - •:· ·.-,. .,_. ,• ,: .. .: ... --~ . ~ '". ,; ' ' '• -~ . •' . . . -~.; . .:·./.' ~ -,,~-, .. ' -. '. -. ... ---,~~: .··:_:: \ :: . '·':· ~ :._.:·: :::·,. ~:,:-:,-,;,~::}"fi~i[:(:.? -· :-., .. !. .·:·.:-, ... ,1..,.:. ~ .. : ' " ' ~ .. -: . -. ' ... -~ . . .. . ~.. y •••• . -' '• .. ". ~ .... ~- --., •. ;,,::'-~I . _,. --·.,: .:· ;. -:..~~ .•· 7 . '• .' .,'11"' :;·-·---,· ... ..,. ·-,· ::::;.-·" J •• • PURITAN -BENNETT May 21, 1990 94-9-432 LIS.T 35 G24 27YG O 23' 6-1/4" 27G 4N 1~.30K ------------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-6 1/4 06-00 0/0 5.0 IN .5 IN .66 TL REQ .00 LL .. **LOAD CRITERIA**· -----------------· TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA** , --.. L TCX LOADS: UNIFORM= O. PLF. **BASIC DIMENSIONS** LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL ~3.1875 3-10 3/4 3-7 1/2 VAR DIM VAR DIM INTERIOR PANELS 2-0 0/0· 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-10 3/4 3-7 1/2 DEPTH DEPTH DEPTH . LEFT ., .. CENTER RIGHT . , ···27 0/0·--· 2-7 · 0/0 -27 0/0 (ACTUAL) 25 1/2 25 1/2 ·25 1Z2 (EFF) --~---------------' **TRUSS ANALYSIS** A-DIM B-DIM 5-10 3/4 5-7 1/2 TCX LEFT 0-:-1 _0/0 TCX RIGHT o-0 0/0 EFF ..... WEB WEB · ~-. AXIAL LD · AXIAL LD · AXIAL LD PP·· LOAD-LBS DEPTH· ·MEM SLOPE IN· WEB TOP CHORD BOT CHORD 1 .o 25.448 2 -.569 + 36887.6 32065.5 .o 2 .o 25.448' Vl · • 000 .o 32065.5 .o 3 12300.0 25.448 3 1.060 -'25064. 7 .o 49262.6 4 .o .. 25.448 .,4 -J,.060 + 8157.4 54859.5 .o 5 .o 25.448 V2 .ooo .o 54859.5 .o 6 12300. 0. 25.448 5 1.060 8157.4 .o 60456.4 7 .o 25.448 6 -1.060 + 8157. 4, 66053.2 .o 8 . 0. 25.448 V3 .ooo 12300.0 66053.2 .o 9 12300.0 25.448 6R 1.060 + 8749.9 .o 60049.9 10 .o 25.448 5R -1.060 8749.9 54046.5 .o 11· .o ·25.448 V4 .ooo .o 54046.5 .o 12 .o .000 4R 1.060 + 8749.9 .o 48043.1 13 .o .000 3R -1.060 25657.1 30439.5 .o 14 .o .000 V5 .ooo .o 30439.6 .o 15 .o .000 2R .613 + 35706.7 .o .o ~·. -:. ... · . ' ·_,. ' ' ;l . . ., ., ~ .. ... '4-,·· . ·, .. , ;.-' PURITAN. -·.-BENNE.TT~ . , __ · ·;· .<-·: "~ .. -94.,.:9.;..., 432 -LIST . 3'5--:.;., -·. · G24 --~-------------~ _ May 21, 1990 .. **CHORD DESIGN*-* STEE:L FY = 50000. PSI· ----~------------· •••• • . . AXIAL AXIAL MOMENT BENDING BENDING STRESS· RATIO· UNI LOAD STRESS RATIO L-END· PANEL pp· 111'53. 2 • 3718 . . .• 0 • O • 0000' L END PAN·EL MP 11153. 2 .• 5754. • Q • O • 0000 -.-L VAR PANEL .PP 11153,. 2... • 3718 . • 0 -• 0 •. 0000 _, .. : ' .. L-VAR· PANEL :MP:· .. 11153 .• 2. : ·. . . .-4·487·'-'. : · · -· --; Q · ' •. O • 0.000 "<' . .--->-=!NT PANEt,<pp·. ·:·. -2·2975·;0 · ... __ -., .• 7658C ,_.-· ·:· · .. · ..• 0, .O ..• 0000 .. . INT PANEL MP. 22:975. O. • 94~_-5 • O·. • O • 0000 R VAR PANEL MP .10587. 7 .•. 4-260 • Q • 0 • 0000 . R VAR PANE1' PP 10587 .7 • 3529 • 0 • 0 • 0000 . ~ ~~g ~~ll; ~-~ .· 18~~4: ~ :J~g~ : 8 -: 8 : g_ggg. COMBINED RATIO .3718 .5754 .3718 .4487 :. 76'58. ~9425 ·• 4260 .3529 ~5203 .3529 ·/ _ _. __ . . ;SEC. DESCRtPTIOJ.f--__ ·-·' · .. ·. ·. AXIAI; LOAD'< .K·-.. KL/R":' I . · FLRS LENGTH :._,:.TC .. 4;3 .. L 3 X 3 .. X.250 · ·. 66053 •. l.0.0 · ,44.-1 . ·809.7DEY -6 -·. ·23:... 7 1/.4 : .:.a BC : ·3·8-. L2-1/2X2-1/2X .• 2:3_:0 ... , .. _, 60456 •. -.. 1-.· 0.0-·:97 .• 5 · ·.· .. · • OREQ O -23-1 3} 4 .. . · · . . . · --4 63 • 7REQ TL . "•' SEC-~DESCRIPTIOJ.{' . . ·AXIAL STRESS . CBRMP . B·c. 38 · L.2-1/'2X2·-·1/2X.230 .-. 30104. 1.0035 -· ·L/3:60· LIVE tOAD DEV= 2426.3 PLF, .L/240 LIVE LOAD DEV= 3;639.5 PLF 1 • -_ ~ ,TOT~L LOAD FOR DE_Fli = 2:0 ~ 4 • 2, P,i.F. _ '-~---------..:..--. **TCX DESIGN**: -.... :. · · -. · ;' . . ____ .... _. ___ ;_,.,._..:;___ . " ' · .. , ' : .---- SEC. L 43 42. TC BR. BENDING.--·· MOMENT o. -----~---~----~----- REQ S .000 **END. PANEL DESIGN-** , · ·::. -., DEV$ 1 .• 108 f ~------------,-~---~..;.--AXIAL· LOAD . ·. K . ~_J{L]R FLR . WEB 1 · LEFT-·. 32065~·5 1.00 · 75 •. 5 0 ... V .EIGHT . 3043.9.6 1.00. 7-0.1 0 V ---~-----""'!"'~--~ REQ I .·000 DEV I 2.488 DEFLC IN. .008 BEARING LENGTH DEPTH - o-1 0/.0 6.00 o-6 o,o T-0· END BASEL NGM · NGM · B. DEPTH · .3-1-.0. 3/.4 -. . EP VP. 6' 0 f.d 3-7 11/2 . EP VP £ 01/0 --·-*-*WEB DE-S:[GN**·.:·---STEEL-.-:FY-::::.·50000·.· ps:r~ · 'MI-N· VERT SHEAR = ·-4666.4 LBS. ·:-::::·:-.;.. .. ~-.:.-,.a.·-._. __ .:_;_.:..-.·, .. -,. -_. _ _, .. :·:'··. ··-· , .. -···. :'·-·. ENJ::f·REACTI.bN"= 1'86·65 5 LBS ... :··., .. . . . .. . . . ' .. .. . . . : . . REQ .PEV . REQ FILLET AVBL. . WEB NO DESCiHPTION ·; Q K. · KL/R 'AX LOAD AX LOA_D WELD SIZ:E WELD SLOT ,' ·· 2 31 r_; '2· X 2. x.·23,2 2 1 .• 00. 84.·2 + 3688'8.+ 5245·1. 13.2X .188. 11.7+ 3.6B Vl 17 Ll-1/2Xl-1/2X.13'8 1-1.00·. 86.1 -.1321~-7002. 2.ox .138 4.2+ .o 3 · 27 L · 2 X 2 X.188 -. 2 ·1.00. 5'6 .• 7 -2'5065;-3:3364. 9.0X ~188. 10.1+ .OB , ... 4 17 L1-1/2Xl-1/.2X.138 1 1.00 118.4 t . 8157.+ 11a49. 4.0X .13'8 4.9+ .o . .V2. 17 :L,1.-1/2Xl-·1/.2.X.1;3_8 1. 1. 00 · '8.6.1 -1321. -70·02. 2. OX .138 4 •. 2+ • 0 5. 22-L, 2 .X 2 X.137 · 1 1.00, 88-.2 -'8157.-8592. 4.0X .137 5.6+ .O 6. 17 L1-1/2.Xl-,1/2X .• 138' .1 1 .• -00 118.4 + .8157.+ 11849 •. 4.0X .138 4.-9+ .O V3. 27 L 2 X 2 .X.188·-· 1 l.'.OQ -64.6 -i230Q.-15703. 4.4X .188 4.9+ .O 6R 17:Lt-1/2X1-1/2X.138 1·1.;o& 118.4 ·+ S750.+ 11849. 4.3X ~138 4.9+ .O 5R 25 L. 2 X 2 x:.16'3· .. 1 1.00 .88.5 . .,. 87·50.-10544. 3.6X .163 5.6+. .Q V4 1;7 L:l.-1/2Xl-:l./,2X,.138. ,11 •. 00 .86.1 -. 1321.-7002. 2.ox .138 4~2+ •. 0 4R 17 Ll,.;.1/2Xl-lr2X.138 1 1.o·o :118.4 + 8750.+ 1184·9 •. 4.3X .138 4.9+ .O 3R 27 L 2 X 2 X.18.8' 2 1.00· 56.7 25657 • ..,. 3'.J364. 9.2X .188 10.1+ .OB V5 17 Ll-lf2,Xl-1/2X·.138·. 1 1.oo· 86~1 -1321.-7·002-. 2.0X .138 4.2+ .O 2R 3·1-L 2· X 2 X.232. 2·1.00 79-.6 + .357-07.+ 52-4·51. 12.8X .188 11.4+ 3.6B .. ' .... -· . _, ' ..... -.-, -. ,; : ~ . I_,, ~,-.l,,,~-•,,, •• ; ','• -.;,,_.'_-~,,~'•• ... , .,. ... -·:.·::.::, ... ~:-.,_-: ..... ~ ... _~..;--_,'.":i::· --~ ·,·:7: .. ::,;_.:-, ....... ,.,:, .. ",),·· :~··-·· ... '· ···1··-. ·-: .. · --.~ -. : .. -.:~ -~-~-j __ , .. --':<·:": . .-:·· .. ::~-~(._-"t~~~~-:~: :1\,;_.;\~;;:-:~i~.:~-'t:/,::::':,· ... ,· ..... ,·,~ .:-.·~-- " ' "' •• -•• -,. ·-' • q : -• ~· • -,.--•' .,.' ,,. •'• .~... ... .... ~ -:·•~ -:,;·:·, /· . : ... ~·-· 'a' ; -.,c•.• ' • ... ..... _, -:--:·· .·· .. ,. ."' ... ~ . ~ -1 ··~ • • ~---.:-·:.r ... -M.-•·-.'.l.t....i_.;, ... _,'" .. ,__.,..; .. ,•r:.:;,./(' ·--~;,._,.£. .-,_ •;o•,-:-=,-w--i-:;_-·•-:-. • O ' . . ~ . ' .. '-~;'' , ... ' ~·- PURITAN -BENNETT 94-9-432 LIST 35 G24 • **BRIDGING REQUIREMENTS**· ------------------------- ·-· May 21, 1990 TC RYY = 1.633, BC RYY = 1.435, WLEN/(TC RYY) = 170.364 WORKING LENGTH= 23.188 FT MAXIMUM SPACING FOR BC BRACES= 28.706 ' ..:. -; -· -~-.. -, .. · ,. ' : '.·:' ,. --~. . . . ' ' . , ;I?URITAN , BENNETT ... 'May, 21,. 1~90 .. · . 94-9-432 LIST :35 GZ5 · . · .27YG O . 23·1 3 11· '27G 4N 20. OOK --------------------------'!"----·--~---"'""!-Ml"!'-----_;.~---------------------------------- * *JOIST GIRDER DE$IGN REQUIR~M~NTS*~ .SJI SPECS VULCRAFT ENG DEPT** -----~-----------~---~----------~-----:---~------~--.---~------------'----------------- DEPTH 27.00 BS. LENGTH 23-3 '0/0 JOIST LEFT END RGHT·, END ACTUAL DEFL POINT SPACING STRUT STRUT INCHES. LOADS 06..:.QO 0/0 1.0 IN .O IN .69. TL REQ .00 LL . ' ----~~~~-.. -:---~-----.: .. **LOAD CRITERIA**·. · .. :·. · · · · . · ,. · · : . . · ·· · . · · ·· ;·,:.-·.:. ,:,, .. ' ',.. ~,_,.. , :_.-. /-:,·,;!· ... · . .,-1···.1 l: ~-·.-:··,, ,·.,, ",' '. _.,:. : . .' \. :,·-.. ·, -· _,.-T01AL.,.LOAD-;:--"""~ .... 6. PL·f; .. ··ritv~· LOAD. =· . 0 ~ PLF •· ... TOTL LOAD bEFLEC':1:1ION SPECIFIED AS L/240 CONCENTRATED 20. 000 KIP('$) TO.'J;1AL; AT PP , 3 6 9 ---·--. ---.. ---' ------·.' '**BASIC DIMENSIONS** . ·. '. · . , · ·. ' ' . . . .LEFT:· .. : .·RIGHT.' .. LEFT'. . ~--·WK LENGTH -EN·D-~ PANEL ·END PANEL VAR DIM RIGHT. . .. .... ,,2.2 .• 9.:167 .3-·,T=·l/'4.-=.;,-: 7 1/2. -~ 2-. ·O 0/'Q VAR DIM -~INTERIOR.PANELS 2·-· 0 0/0, 3 AT . 4-· 0 0/0 LEF,T TC RIGHT T.C END PANEL END PANEL A-DIM B-DIM 3-. :7. 1/2 3-7 .1/2 5,-7 1/2 5-7 1./2 , DEPTH . DEPTH. DEPTH LEFT CENTER ·RIGHT . 27 ·0/0. 27 0/.0 27 0/'0 {ACTUAL). 25 1/8 25 1/8 25 1/8 (EFF) . -·--------------,. **TRUSS ANALYS;l:S*~ ..... ---------------,.--iFF WEB · WEB -. AXIAL LD· PP LOAD...;LBS ., '· ... DEPT:H MEM · · SLOI>E . . . IN WEB . · · 1 ·. . .o '25.144 . 2.. -.6.06 -+ 57893".6 2 ~0 25 .• 144 v1 .ooo··-· .o 3 20;000 .• 0 25.144 3. 1 .• 04·8 . 41472 .• 3 . · 4,~ · :.·· · ·· .•. o ... ,,. 2·5.-1·4,4·'. ..... 4 ·-'--·-1 •. 04·8· .... +'· '13'82,4.1 5 ·.' · -· ··cf· ·-:rs 144 '''V2 ... · ·oon·· ·· · ·:· .. · ·.o r<~·-.6~~-~ ~rnooo::o <:.2_s·::144 ... 5 .. 1:0·48_· -'13824.1 i 7 ~-0 25.144 6 -1.048 + 13824.1 : 8 • .0 · 25 .144 V3 • 000 20000. 0: :·.: · 9 2.000·0 .·o: · 25 ~ 14.4 ··6R · ·1. 04·8< + 13·824-.1 . io /0· · 25.14.4 5R -1.0.48. 138'24.1 ' 11 •. 6 .25 .144 V4· · .·000 . . . .• O :: 12 , •. 0. • 000 4R . · 1. 048. + · 13824 .1 r_ 13. ·• O • 000. 3R -1/04·8 4,1472. 3 · 1 14 _ • o .•. 0·0:0 . vs. • -o.o·o ~ • o · -15 ~ O ...... 000 . 2R ·• 606 + 578'9'3. 6 ··---------------**CHORD PESIGN** S';['E;EL FY== 50000. PSI ------~----~---- AXIAL.LO TOP CHORD 49·514. 3 49514.3 .o .... 87·694 .1 '87694.1 .o 106783.9 106783.9 .· ,l'• • 0 87694.0 87694.0 . • 0 49514.3 4'9514. 3 .. o AXIAL LO· BOT CHORD ..• o .o 78149.1 · •. o .. '. 0-9723·9. 0 : .·o .• 0 972·39 .·O . • 0 .o 78149.1 . .o .• 0 • o· AXIAL AXIAL RATIO u~~Mf~Io BENDING .STRESS BENDING RATIO COMBINED 'L END PANEL PP LEND PANEL MP L 'VAR PANEL PP L VAR PANEL MP .. INT PANEL PP INT PANEL MP R VAR I>A:NEL MP R VAR PANEL PP R END PANEL· MP. -R END PANEL PP· · STRESS 11828.4 11828.4 11828. 4 11828.4 25509.4 - 25509.4 11828.4 11828.4 11828.4 1182$.4· .•. ~ : -.'.' ~ :· --~ .h . . ' .. · ~ \ ·.·. • 3943 . ~5268' ~3943 . · • 4512 : . ~ 8503 .9946 .4512 .3943 .5268 .3943'· .. :. '::, .:. .;:· 1 ·. ·, _.:, .. ~. ~ ' . . . , . . . ... . .~- .o .o .o .o .o .o .o .• 0 •. o .• ·O , ~·-. ·,. .o .o .o .o • o .o .o .o .o .o • 0000 . .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .• 0000 RATIO .3943 .5268 • 394.3 .4512 .8503 . .9946 .4512 .• ;,94.3 • 526.8 • 3943· __ .... --1··:•."·· ' .,~ .... ,.~ " -~.. ·,.;_ .. ' ',:.:-•~ ·, • .I PURITAN -BENNETT 94-9-432 .LIST G25 35. • May 21, 1990 SEC TC 52 BC 48 DESCRIPTION AXIAL LOAD K KL/R L3-l/2X3-1/2X.313 106784. 1.00 39.1 L 3 X 3 X.313 97239. 1.00 81.5 SEC DESCRIPTION AXIAL STRESS CBRMP BC 48 L 3 X 3 X.313 29995. .9998 • -I FLRS 1224.3DEV 6 .0REQ 0 732.0REQ TL LENGTH 23-3 0/0 23-2 0/0 L/360. LIVE LOAD DEV = 3800. 3 PLF, L/240 LIVE .. LOAD DEV = · · TOTAL LOAD FOR DEFL = : · 3 4 0 8 • 4 .PLF. . . · 5700.5 PLF **END PANEL DESIGN** AXIAL LOAD 49514.3 49514.3 K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT RIGHT 1.00 60.2 0 V 1.00 60.2 0 V 3-7 1/2 EP VP 6 0/0 3-7 1/2 EP VP 6 0/0 **WEB DESIGN** STEEL FY = 50000. PSI.· MIN VERT SHEAR= END REACTION= WEB NO DESCRIPTION ___ .. 2 · ···39--L2--1/2X2-1/2X. 250 Vl 17 Ll-1/.2Xl-1/.2X.138 3 39 L2-1/2X2-1/2X.250 4 27 L 2 X 2 X.188 v2· 17 Ll-1/2Xl-1/2X.138 5 -29 L 2 X · 2 . X. 213 6 27 L 2 X 2 X.188 V3 20 Ll-1/2Xl-1/2X.170 6R 27 L 2 X 2 X.188 5R 29 L 2. X 2 X.213 V4 17 Ll-1/2Xl-1/2X.138 4R 27 L 2 X 2 X.188 3R 39 L2-1/2X2-1/2X.250 V5 17-Ll-1/.2Xl-1/.2X.138 2R 39 L2-1/2X2-1/2X.250 **BRIDGING REQUIREMENTS** ------------------------- Q· K 2 1.00 1 1.00 2 1.00 1 1.00 1 1.00 1 1.00 1 1.00 2 1.00 1 1.00 1 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1.00 REQ DEV KL/RAX LOAD AX LOAD 63.l + 57894.+ 71250. 85.1 -2136.-7086. 45.2 -41472.-59578. 88.3 + 13824.+ 21500. 85.1 -2136.-7086. 88.5 -13824.-13914. 88.3 + 13824.+ 21500. 54.8 -20000.-22697. 88.3 + 13824.+ 21500. 88.5 -13824.-13914. 85.1 -2136.-7086. 88.3 + 13824.+ 21500. "45.2 -41472.-59578. 85.1 -2136.-7086. 63.1 + 57894.+ 71250. TC RYY = 1.842, _B_C RYY = 1.647, WL~N/{_TC RYY) = 149.286 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 32.944 7500.0 LBS. 30000.0 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 20.8X .188 13.7+ 7.lB 2.0X .138 4.2+ .0 14.9X .188 12.2+ 7.1B 5.0X .188 5.7+ .0 2.ox .138 4.2+ .o 5.0X .188. 5.7+ .0 5.0X .188 5.7+ .0 7.9X .170 11.5+ .OB 5.0X .188 5.7+ .0 5.0X .188 5.7+ .0 2.ox .138 4.2+ .o 5.0X .188 5.7+ .0 14.9X .188 12.2+ 7.lB 2.0X .138 4.2+ .0 20.8X .188 13.7+ 7.lB NOTE: DOUBLE ANGLES REQUIRED FOR VERTICAL WEBS AND/OR W2D • _.- ', ,, . ' . ••• . '' PURIT4N -.BENN-ETT May .. 21, .. 1990: ::· .. " .,· . .9'4-9-43'2 LIST ' 35 . . · G26 . · 27Y:G ·o 23 ' .. 6'""1/2 11 . · -27G 4N 12. 30K -----------~---------~-------------~------------!""'-----------------~-----------**JOIST GI:RDER DESIGN REQUIREMENTS** -SJI .SPE;CS VULCRAFT ENG DEPT** -----~---------,-------Joisi----~tEFT-END-RGH·T-ENn~--------icTuii:-oiFt~i?oiNT __ _ DEPTH BS-. LENGTH $·PACING BTRUT :STRUT INCHES LOADS 2 7 • 0 0 -2 3-6 1 f 2 0 6 ~ 0 0_ 0/ 0 . 6 • 0 IN • 5 IN • 6 7 TL REQ • oo· LL -----"·--.· ---------*·*LOAD CRITERIA~~> .. . ,. -. ~~., ~-..:.:-"'!...,.~.:..-.:..-'"'!'!'~~..;~-~~ ', M ~·· • ,, I ' '.~ ~ TOTAL LOAD = 0 • . PLF, !,.IVE. LOAD = 0 • . PI,ili'. TOTL LQ~D DEFLECTION ·sPECIFIED AS L/240 CONCENTRATED 12 • 3·0 O · 'KIP (S) ·TOTAL AT PP · 3 · 6 9 · -~ ------------------·-·--------',_-~ :' **TCX/CANT LOAD CRITERIA** . · .. -~---------.--. --. ----· . .... ,·. t· TCX .... :LOADS: UNIFORM :·. - 0. PLF·.: .. ~ -.-'!""'~-!"-~-i-'-~'-~---------. **BASIC DIME;N$IONS*.* -------------------- . . . . .. .. ,~ : '' ., ;. . WK LENGTH EN~E-i~EL EN~i~~EL .,2'3 .• -208;3 . _. ;3.-10 7/8-"3.--.7 5/8 LEfT . RIGHT VAR.DIM V:AR DIM INTERIOR PANELS. 2-O· .. Q/0 · _2-. 0 0/0 . 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM .B-DIM 3~10 7/8_ 3-7 5/S 5-10 7/8 $-7 5/B DEPTH DEPTH DEPTH , .. l:.iEFT CENTER. ;RIGHT .. . TCX LEFT TCX RIGHT \ · ···27 0/0 -27. 0/0 _ 27 ,ofo~ (ACTUAL) . ·: 25 lt2 i~. lt.2 :_: _25 _112 (EFF.) o-1 0/0 ,. 0~ 0 0/0 ----------~~---~--' **TRUSS ANALYSIS** ---------------~-~ ' ·EcFF -WEB WEB··· ... _ _-._AXIAL LD AXIAL LD AXIAL: Lll .. ~. PP · ·. LOAD-LBS ····: ·DEPTH ME:oo:·: ".SLOPE IN.WEB .. ,.Top· ··cHORD . BOT CHORD .. \ 1 • o,·. · 25. 4-48 2 -~567 + 36965.,8. .. 3215-5. 4 .0 2 .o 25.448 11 .000 -' .o 3·2155. 4 .o 3 12300.Q 25.448 1.060 ""' 25064.9 .o 49352.7 : ' bi, . 4 .o 25.448 4 -.1. 060· + 8157'.7 54949.8 .o •• ·,1 5· '· ~ 0 25.448 V2 .000· ,, .0 ,. 54949.8 .o -·· 6 12300,. 0 25.448 5 1 •. 060 ... 8·1.5:7. 7 -.O· 60546.8 7 -· .• 0 . •, 25-. 44'8 G -1~060 ·-+ 8157 .• -7 66143.9 .o . 8 • 0' 2:5 •. 448 V3 ~000 -.123.0·0 .• o 66143.9 .o 9 12300;0_ .. 25. 448 6R 1.060 +. .874Q.6· .o 60140.7 10 .. 0 .. 2.5.448 -· 5R· -1.'060 874:9. 6 54137.5 .o 11 .·o 25 •. 44·8 V4 .ooo -.o 54137.5 .o 12 .o .000 4R 1 .• 0:6.0 + ,8749 .·6 • 0 48134.3 13' .o .000 3R -·1. 060' 25656.9 3·0530. 9 .o 14 .o .000 V5 .000 .o 30530.9 .o 15 .Q .ooo 2R • 6'.11, + 35784.5 .o .o . . -;. ' . ~ ~ ~ .' .. "'·~ , . ' ; ..... '.·---..::-· ".. ~ • • • • •• _. 1'· . . ' . . . ...... t ••• _:t: '.,; ".-.,,., ·~ --···. .., -:-. . . . ,, :.: : ;--, -,• .. ,.! •.. •• ", ••_ ,::,,../": • ~ :~ • -• • D _ _.. • • t ·1-'.·. • .-~ : ,' •'; ;-:.. . ,~-.. ,-: •· .. ~· , • :'I° I ,., • • ,-• • ~ • •~ ' • ' .,, ...... ·,.,.,,, .. :·--, ... • .. -'s • ~-• ), ' . . .. --·. .. .. ... : ' . . . ·-·· . ; ,,_. .. -~: . -; -. ::: . ---..,·• .·.h ..... -. ,, •' ~ ,; .. • PURITAN -BENNETT 94-9-432 LIST 35 G26 May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD L'END PANEL PP 11184.5 .3728 .0 LEND PANEL MP 11184.5 .5781 .0 L VAR PANEL PP. 11184.5 .3728 .0 ·.L VAR PANEL MP . 11184. 5 • 4500. • 0 INT PANEL-PP 23006.6 -.7669 .o· INT PANEL MP 23006.6 .9438 .o R VAR PANEL MP 10619.4 .4272 .0 R VAR PANEL PP 10619.4 .3540 .0 REND PANEL MP 10619.5 .5227 .0 REND PANEL PP 10619.5 .3540 .0 SEC DESCRIPTION :· AXIAL LOAD K 'KL/R TC· 43 L . 3 X 3 X.250 .. _ 66144 •. 1.00 · 44.1 BC 38 L2-1/2X2-1/2X. 23.0 6054 7. 1. 00 97. 5 SEC-DESCRIPTION AXIAL STRESS CBRMP BC • BENDING STRESS .o .o .o .o • 0 ' .o .o .o • o .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .. I . FLRS 809.7DEV 6 .0REQ 0 -464. 7REQ TL COMBINED RATIO .3728 .5781 .3728 .4500 .7669 .9438 .4272 .3540 .5227 . .3540 LENGTH .. 23-7 1/2 23-2 0/0 38 L2-1/2X2-1/2X.230 30145. 1.0048 L/360 LIVE LOAD DEV= 2419.8 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 2083.3 PLF. 3629.7 PLF '**TCX DESIGN** - SEC L 43 TC 42 BR BENDING MOMENT o. **END PANEL DESIGN** AXIAL LOAD K LEFT 32155.4 1.00 RIGHT 30530.9 1.00 --------------**WEB DESIGN**· STEEL 'FY -WEB NO DESCRIPTION 2 31 L 2 X 2 X.232 Vl 17 Ll-1/2Xl-l/2X.138 3 27 L 2 X 2 X.188 4 17 Ll-1/2Xl-1/2X.138 V2 17 Ll-1/2Xl-1/2X.138 5 22 L 2 X 2 X.137 6 17 Ll-1/2Xl-1/2X.138 V3 27 L 2 X 2 X.188 6R 17 Ll-1/2Xl-1/2X.138 5R 25 L 2 X 2 X.163 V4 17 Ll-1/2Xl-1/2X.138 4R 17 Ll-1/2Xl-1/2X.138 3R 27 L 2 X 2 X.188 V5 17 Ll-1/2Xl-1/2X.138 2R 31 L 2 X 2 X.232 REQ S .000 DEV S 1.108 REQ I .000 DEV I 2.488 DEFLC IN. .008 BEARING LENGTH DEPTH o-1 0/0 6.00 o-6 0/0 KL/R FLR WEB 75.8 0 V TO END BASEL NGM NGM B. DEPTH 3-10 7/.8 EP VP 6 0/0 70.3 O V 3-7 5/8 EP VP 6 0/0 = 50000 ... ;!?SI.-MIN VERT SHEAR= END REACTION = -4666. 3 °·LBS. Q2 K 1.00 1 1.00 2 1.00 1 1.00 1 1. 00 - 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1.00 REQ DEV KL/RAX LOAD AX LOAD 84.4 + 36966.+ 52451. 86.1 -1323.-7002. 56.7 -25065.-33364. 118.4 + 8158.+ 11849. 86.1 -1323.-7002. 88.2 -8158.-8592. 118.4 + 8158.+ 11849. 64.6 -12300.-15703. 118.4 + 8750.+ 11849. 88.5 -8750.-10544. 86.1 -1323.-7002. 118.4 + 8750.+ 11849. 56.7 -25657.-33364. 86.1 -1323.-7002. 79.8 + 35785.+ 52451. 18665.3 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 13.3X .188 11.7+ 3.6B 2 • ox . 13 8 4 • 2+. • 0 9.0X .188 10.1+ .OB 4.0X .138 4.9+ .o 2.0X .138 4.2+ .0 4.0X .137 5.6+ .0 4.0X .138 4.9+ .0 4.4X .188 4.9+ .0 4.3X .138 4.9+ .0 3.6X .163 5.6+ .0 2.0X .138 4.2+ .0 4.3X .138 4.9+ .0 9.2X .188 10.1+ .OB 2.0X .138 4.2+ .0 12.9X .188 11.4+ 3.6B /, -., ; -., PURITAN B:IsNNETT. 9'4-9-432 · LIST ·3_;5 G26 . , ... . ' ' " . -. -" --~---------------------~ ··,•' **BRIDGING REQU'IR,EME)NTS·* * TC-RYY-:e---i:6;3~-BC-RYY-: 1.435, WI,,;EN/(TC RYY) WORKING LENGTH = 2 3 • 2.Q.8 FT MAXIMUM SPACING'FOR BC BRACES= 28.706 ~-~-~-----------------~---~~~ . ·.- . ··-:. ~; .. -. _.,, \' -: . ~·:,, ,·~ { ~-,. ' . . ', :-·· -~.. . ';" ·-. .. ,,.,• .·._:;,, ,,.: :·:· :-·}· :f.': --~ ,;. - •'. -.. ,_ ' .... 14,......... ~-.--. ~ ·---~ . ..; : _,._ •• ·= 170.517 ' ,~ ~ . -· ' -~'. -· ,.·) ,•1 , • \-, • ., . PURITAN -BENNETT . .· : .May 21, 1990 94-9-432 LIST 35 G27 27YG O 23' 9-3/4" 27G 4N 12.30K . ------------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS**· SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-9 3/4 06-00 0/0 6.0 IN 4.0 IN .66 TL REQ .00 LL .-_·--**LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA** • C _-L -TCX LOADS : UNIFORM = ----R-TCX--LOADS: UNIFORM = **BASIC DIMENSIONS** -------------------- 0-. PLF .. O. PLF. -LEFT --RIGHT. .RIGHT WK LENGTH. END PANEL END PANEL 23.4792 3-10 7/8 3-10 7/8 LEFT VAR DIM 2-0 0/0 VAR DIM INTERIOR PANELS 2-0 0/0 3 AT 4-O 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-10 7/8 3-10 7/8 DEPTH DEPTH DEPTH -LEFT CENTER RIGHT -27 0/0 27 "0/0 -27 0/0 (ACTUAL) -25 112 25 112 25 112 (EFF} **TRUSS ANALYSIS** . EFF -WEB" ·wEB-pp LOAD-LBS DEPTH MEM SLOPE. 1 .o 25.441 2 -.567 2 .o 25.441 Vl .ooo 3 12300.0 25.441 3 1.060 4 .o 25.441 4 -1.060 5 .o 25.441 V2 .ooo 6 12300.0 25.441 5 1.060 7 .o 25.441 6 -1.060 8 . 0 25.441 V3 .000 9 12300.0 25.441 6R 1.060 10 .o 25.441 5R -1.060 11 .o 25.441 V4 .000 12 • 0 .000 4R 1.060 13 .o .000 3R -1.060 14 .o .000 V5 .ooo 15 .o .000 2R .567 A-DIM B-DIM 5-10 7/8 5-10 7/8 TCX LEFT TCX RIGHT o-1 0/0 o-1 0/0 .. AXIAL. LD 0 -' -AXIAL .LD ·· AXIAL LD IN WEB TOP CHORD BOT CHORD + 37410.4 32544.3 .o .o 32544.3 .o 25364.3 .o 49949.6 + 8454.8 55751.4 .o .o 55751.4 .o 8454.8 .o 61553.2 + 8454.8 67355.0 .o 12300.0 67355.0 .o + 8454.8 .o 61553.2 8454.8 55751.4 .o .o 55751.4 .o + 8454.8 • 0 49949.6 25364.3 32544.3 .o .o 32544.3 .o + 37410.4 .o .o ,, .. ',·•-'' PURITAN -BENNET,T ... -. 94~9-: 43.2 · ,LIST· . 3·5 ·: G27. . . · · -May 2·1,. ;l.990 .: · ·. · . . . ~ :,--.. - ~ ' -------------------· **CHORD DESIGN*·* . . ' ' STEEt FY= 50000. PSI ·----------------. . AXIAL · AXIAL MOMENT' -UN.r LOAD •'. . . • 0 BENDING BENDING STRESS RATIO· L END PA,NEL pp·· 11319 ~ 8 ·• 3773 · LEND PANEL MP 1131.9.8 .5851 . -L VAR PANEL,. PP· ... 11319,.0 8 . .3773. -~-L: VAR -PANEL. MP-·.-·. -11.319.8-· ··.: · .4,554· -· . ·: .. ·>INT-'PAN,EL .pp:\:' 2°3427 ~ 8" ·. ·: · --~ 7809' · . INT PANEL MP. 2.3427.8·'···· .9.611 · R VAR PANEL MP 11319 ~8 .4554 R VAR PANEL PP 11319.8 .3773 R .END PANEL·MP 11319~8 .5851 R END PANEL PP · 11319 .,8 • 3773 • 0 .o . / /-,:': ~::g :•: .. .•. 0 .b .o •. b .o ·sTRESS RATIO · .o .0000 • 0 • 000.0 . .o .0000 · .• 0 • 000:0 • o _ · • oo·oo • o .·oooo • 0 • 0~000 .o .00.00 .o .ooo.o .o .0000 I FLRS· 845; 7DEV :6 : .OREQ 0 SEC :DE SCRIPT-ION · ·, :_ · · -· · -AXIAL STRESS · CBRMP -·-· 478.6REQ TL COMBINED RATIO .3773 • 58,51 .• 3773 ·• 4554 • 7809' .9611 • 45,54 ."3773 .5851 .3773 . LENGTH 2-3-1.1. 3/4 23-1 314 ',BC 39 L2-1/2-X2-1,£2X~·2,Sb· . . .. 28360 ~ -:· .• 9453, _ 3661.3 PLF \ . . . ,L/360 LIVE OAD. DEV = 2440.9 PLF, L/2·40 LIVE LOAD DEV = . TbTAL, LOAD. FOR DEFL. == 2972. 2 PLF. . -' . --------------- ,; , **T.CX-DESIGN*~, -.'.·.· .... · .. ---------~-----.~' ' '' ' SEC L 43 ·TC 4-2 BR R 43 .me 4-2. --B~ . BENDING MOMENT -o~. . o_. ··------·-~--~-------~--. ' , *-*EN(> PANEL. ])~SIGN-**. -. , ----: .----' -. --~----. --. AXIAL· LOAD K LEFT ·32"544.3 1~00 , ,• -~·RIGHT· 32-5'44. 3 · ·. 1 ~ oo· .. 1 -~ • -• ; -• •• .... 1' , • ~ • • :-• -------------~ REQ S DEV S .000 ·1.108· .,000 .. ;L .108 . -, .. ,· .,, . • .... RE.Q I DEV I .000. 4.488 • 090 .• _ 2. 48.8 DEFLC IN. .008 .008 BEARING LENGTH DEPTH o-1 0/0 6.00 00: 61' 00· :·zZ'oO 6.00 o-6 o,o . KL/R FLR WEB TO END BASEL -NGM NGM B. ·DEPTH "75 .• 8· 0 v· -·3 . .,;10:7/8 EP VP 6 0/0 ,_-'t;!;> .• ~L :.::9~~->--:~V. :_,: ·.: . .-·:3'.-:-10_·.'.7/_§'· ·--· . EP VP' __ . 0 • ·.·<> .. 010 ,, '·**WEB' DESIGN·*~, .·STEEL FY:;;,;·50000. PS,I •. ·~IN VERT SHEAR= 4612.5 LBS. , __ . ---. ·------, END· REACTION = 18450 •. 0 .LBS. -. . . . . . . .. . · REQ DEV REQ FILLET :AVBL _ · WEB NO DESCRIPTION-,t;-· . · ·Q. K KL/R AX. LOAD· AX LOAD WELD SIZE WELD SLOT 2 31· L. 2 X ·2 ·: X.232-.. :2 ·1.00. '84.4 + 37410.+ 52451. 13~'i:tX .188 ·11.6+ 3.6B 1 Vl .17--L1-·l/2Xl-,1/2X.138', ·.1·1.00 . 86.1 -. ,1347.--, 7:004. 2.ox .138 -4.2+ .o __ .. :3 .. 27 L ... 2, X 2 .. X.188.-.2 1.00 :56.7 -.2p364."'." 33366. 9.lX .18·8 10.0+ .OB . 4 17 LJ;-1/2X1-1/2X .• 138' -, 1 1 .• ·00 118.4 + . 8455 .• + 11849. 4.lX .138 4.9+ .O V2 17 Ll-112X1..,.1/2X.138 • .1 1.0Q B6.1 -1347.-7004 •. 2.0X .138 4.2+ .O 5 -22. L 2 x. 2. x.137 .. 1 1.00·. 881.2 --8455.-. 8593 .• · 4.2x. .13.7 5.6+ .o .6 17 Ll-1/2Xl-1/_2X.138 ' 1,.1.00 l;t.'.8.4 .+ ., 845)5.+ 11849. 4.lX .138 4.9+ •. 0 V3 27 L 2, X 2 · X.18-S 1 1.00 64.6 -12300.-.15706. 4.4X .188 4.9+ .0 6R 17 Ll-1/2Xl-1/~X.138 -1 ,1.00 118.4 + 84.55~+ 11849. 4.lX .138· ·4.9+ .O '5R 22 L 2 X 2, X.137 1 1.00-88.~ ..,. 8455.-8593. 4.2X .137 5.6+ .O V4 17 Ll..,.1/2Xl-1/2X~138 1 1.00· 86.1 -1347.-7004. 2.0X .138 4r2+ .O 4,R 11 L1-1,2x1-1,2x.138--1 1.-00 .118·.4 .. +. 84·55.+ 11849. -4 •. 1.x .13'8, 4.9+ .o 3R 27 L 2 X 2 X.188. 2 1.00 56.7;.. 2·5354 • .;. .33366. 9.lX .18·8 10.,0+ .OB · V5 17 Ll-J;/2Xl-l/2X •. 138 1 1 .• 00. 86.1 -.1347.-7004. 2.0:X .13'8 4.2+ .O 2R 31 ~ .2 .. X 2· ... X!232 · 2 1.00: 84.4 + 37410~+ 52-451.-13.4X .1·8-S 11.6+ 3.6B -I • '• • ' + ' ..... '"_.-~. :: -~: ·--~ \ · ... ,. -· .. ,: ...... ' • • ' •• ~ :i. ' . . . ... :·,-:' ':., -·. ' ---·· -....... __ '.,.. .... -·.·,·' .. :...., ·-·--·~ ·--.,.· ... ~ . .:.~::!'·-:.: .. · ·~ -. ·-•-•,,., ....... --:--·_· ___ -_~-~.-_.,: .. -... _·~-... _;:j·:. __ :,._-,~ ___ ;:,~.~r~.-... ~:;;;.~~ -.--:, ,.-.... -. . .. ~.·. .. ----· -··-:.· ·······--t~---=-... · :: -~.: .-:.;.f:';-;.--· .• :._: ·. .-. , < ...... ·~ .,.. ',,, -=·~·-.~_..:;.;--_ .. :~.,, ... ,-_, ..... """',.....,,,.,,~;::·',· ·,~,_-,"-, • ··,· . . • -. ,_, ,, ----'.,.. ' '---, --' . . ' ,-~. : ' .) ... ~ ' . . . ',·~·,· ' -i~·-" . ""~" ~-~· ~: '' ~ . PURITAN -BENNETT 94-9-432 LIST 35 G27 • **BRIDGING REQUIREMENTS** ------------------------- •• ·May 21, 1990 TC RYY = 1.633, BC RYY = 1.440, WLEN/(TC RYY) = 172.507 WORKING LENGTH= 23.479 FT MAXIMUM SPACING FOR BC BRACES= 28.799 ' .;,, I -• 7 .~. • , ,.: •. -. - . . ' '·· ·: PURITAN .. -BENNETT _ · ... ,_ May 21, _· 1990 .. . : · G~i_..,.~--43:t L!·~~(; ·3? 0 · 23 ;:. 9-1/2 11 _ .... '2,7G. 4N 1'2. 30K ;;JOIST~GIRbER-DESIGN-:RiQU!REMiNTS*;------sJ:itsPEcs"'" _____ VULCRAFT-ENG-DEPT;;--------------~-----,..--~~----.,----------~---.,.--------~-----~---------------~-----JOIS.T DEPTH BS LENGTH SPACING · · 21 .oo · · 2.3~ 9 1/2. · 06.:.;.oo. o/o LEFT END RGH'r END STRUT· STRUT· ·5 • -5 IN 4 • 5 'IN· -------,~-~---~---. . ·::·?·:·. *:*LOAD CRITERIA** :· .;;. ... ·.: ~ ' , ,, . _, . -. . " ~· . ,., .. ":' . ·. . ' : .. ·-t~. ·. • + :· '. '\, ' • • ' •• 1 ••• , • • '~ ·:· ••• •••• • • • • : ·Ta.Tii:-£oii3""':_.,. ____ o. PLF: ,· LIVE:: LOAD .;· TOTL LOAD · DEF.LECT.J;:ON S:PECifIED AS L/ 2 4:0 CONCENr,t:'RAT'isD. 12. 300 KIP·(S) TOTAL AT :i?l?· 3 -· _:, *~-TCX/CiNT .. LOAD ·CRITERIA**·_. .. -. . . . ...... . ·,------~---~------------.... -... -' ,, .... · -~ .L TCX. LOADS: UNIFORM .;;; . cL·-·i?LF. · · Y-R ~-CX , ;J:.iOA:DS : UNI·FQRM :;::;: · , ... o .•. ,· PLF •.. '· ' . :_ · ---~--------------,--· · *·*BASIC DIMENSIONS** I , • ,. • .. • • ------.,--------tEFT·--. _. -RI.GHT . . LEFT. 6 9 RIGHT . ACTUAL DEFL POINT INCHES LOADS • Ei6 TL .REQ .00 LL. i·: ~:: .'WK I:iENGTH END PANED END. PANEL :._ ··vAR DIM I 23.4583 ' 3-10 3/4. 3~10 3/4' 2~ b -0/0 VAR.DIM 2.,. O 0/0 INTERIOR PANELS 3 AT 4-O 0/0 . LEFT.TC RIGHT TC END PANEL END PANEL A-DI.M J3,-DIM. 3-lQ 3/ 4 3.:..10 3/4 5-.10 3 /4 5-10 3/ 4 : . , . DEPTH··. , DEPTH ·. -DEPTH ·. -. 1 • • • LEFT. · -CENTER ·· RIGHT · ,. · · _ ·: --.-27 .. 0/ 0 :· 27 0 /. O -2,7 . 0/0 · (ACTUAL) , .... -~:~~~L~---~~:..~l~~-~-s -i-12· (.E:FF) .. **TRUSS · ANAI.iYS;J:S_** ... ... 1-~------------------. , . • ,-·,' ., -· .. EFF ·"·:·WEB' ... .-wE:s'· ·PP. . LOAD-LBS :DEPTH ·:MEM: ·SLOPE 1 " .o · 2-5. 441 2· -~569 2 ~o 25.441. Vl •. 000 3 12,-300. 0 25. 44'J ... .· 3 1 •. 06'0 ... 4 .• 0 25.441 4 " -1.060 · 5e-•. O· 2·5. 4'41 V2 .ooo 6 · 123-00.o .. -2'5. 44,1 . ·.5 1. 0:60- 7 .o 25~441 ·, 6 -1.060 8 .Q 2'5 .• 44.J: .. ·,V3-.000 9 12300~0 · · 25.441. -6R 1. 06'0 . 10 ,. 01. 25 •. 441 5R -1.060 .. 11 .o 25.441 VA • ob·o 12 .-0 .000 .4R 1.0<50 13 .o .000 3R -1. 060 14 .o • ()00 V5 • o·oo 15 .Q .• obb 2R .5.69 . . -~ .. ·.. . <I-· ': I • ••• .. ... . . . . . -. "'AXIAI./LD . IN.WEB + 37331;5 ~o 2536'4.:3 + $4.54 ~·8 ..,. .-0 -· -8454 -·8 + :8454 •. 8 12300.0 +. ·9454 •. 8 .... <84;,4. 8 ... o + 8454 .• 8 ... . 2'5364. 3 -.o + 37331.5 TCX LEFT TCX RIGHT 0-1 . O / o· Q-1 0 /0 . AXIAL.LD 'l:10P CHORD 32453.7 3.2453. 7 :w, .·o -. 55660. 7 . 55·660 :7 .o 672:64.3 ·67264. 3 .o 55660.7 55660.7 .o 32453.6 32453.7 .o . AXIAL L'D • BOT CHORD .o .o 49859.0 ·.o .• 0 61462.5 .o ~ 0. 61462.5 .o .-o 49858.9 .o .o .o .. ' . . . ;-.... ~·· --,:; .' ~ .. i' : . ,,' • : ',• • ', .:_' .... , ~ •• • • . '•, .--:.--.. : .. ,. . ~ . ' PURITAN -BENNETT 94-9-432 LIST 35 G28 • • May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD .o .o .o .o .o .o .o .o .o .o STRESS .o .o .o .o .o RATIO .0000 .0000 .0000 .0000 • 00.00 .0000 .0000 .0000 .0000 .0000 RATIO .3763 .5824 .3763 .4541 .7799 .9598 .4541 .3763 .5824 .3763 LEND PANEL PP 11288.2 .3763 LEND PANEL MP 11288.2 .5824 L VAR PANEL PP 11288.2 .3763 .. L VAR PANEL MP· 11288.2 · .. 4541.' ··:·.INT PANEL .pp 23396-~ 3 · . 7799· INT PANEL MP 23396.3 .9598 .o .o .o R VAR PANEL MP 11288.2 .4541 R VAR PANEL PP 11288.2 .3763 REND PANEL MP 11288.2 .5824 .o .o REND PANEL PP 11288.2 .3763 SEC DESCRIPTION· ·· . AXIAL LOAD · K KL/R 44.-1 97 •. 7 I FLRS LENGTH 23-11 1/2 23-1 112 TC 4 3 L 3 . X . 3 X. 2 5 0 . · 6 7 2 6 4 • 1. 0 0 845.7DEV 6 .OREQ 0 ··4 77. 6REQ TL BC 39 L2-1/2X2-1/2X. 25,0 . 61463 .. 1. 00 SEC DESCRIPTION .. .. . AXIAL· STRESS ·· CBRMP BC 39 L2-1/2X2-1/2X. 250 28322. • 9441 L/360 LIVE tOAD DEV= 2447.4 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 2073.1 PLF. 3671.1 PLF **TCX DESIGN** BENDING DEFLC BEARING SEC MOMENT REQ S DEV S REQ I DEV I IN. LENGTH DEPTH L 43 TC o. .000 1.108 .000 2.488 .008 o-1 0/0 6.00 42 BR o-6 ozo R 43 TC o. .ooo .. 1.108 .000 2.488 .008 o-1 0/.0 6.00 42· BR o-6 010 ·--------------------.**END PANEL DESIGN** --------------------AXIAL LOAD LEFT 32453.7 · RIGHT · 32453. 7 K 1.00 1.00 KL/R 75.5 ·75.5 FLR WEB TO END BASEL NGM NGM B. DEPTH O V · 0 · ·_ V·· · 3-10 3/4 EP VP 6 0/0 3-: 1 O · 3 I 4 EP -· · ,.VP . 6 ·O I 0 **WEB DESIGN** STEEL FY WEB NO DESCRIPTION 2 31 L 2 X 2 X.232 Vl 17 Ll-1/2X1-1/2X8138 3 27 L 2 X 2 X.188 4 17 L1-1/2X1-1/2X.138 V2 17 Ll-ll2Xl-ll2X.138 5 22 L 2 X 2 X.137 6 17 Ll-1/2X1-1/2X.138 V3 27 L 2 X 2 X.188 6R 17 Ll-1/2X1-1/2X.138 SR 22 L 2 X 2 X.137 V4 17 Ll-1/2X1-1/.2X.138 4R 17 Ll-ll2Xl-1/2X.138 3R 27 L 2 X 2 X.188 V5 17 Ll-1/2Xl-1/2X.138 2R 31 L 2 X 2 X.232 = 50000. PSI. MIN VERT SHEAR= 46i2.5 LBS. Q2 K 1.00 1 1.00 2 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1. 00 1 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1.00 END REACTION= 18450.0 LBS. · REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 84.2 + 37332.+ 52451. 13.4X .188 11.6+ 3.6B 86.1 -1345.~ 7004. 2.0X .138 4.2+ .O 56.7 -25364.-33366. 9.lX .188 10.0+ .OB 118.4 + 8455.+ 11849. 4.lX .138 4.9+ .o 86.1 -1345.-7004. 2.0X .138 4.2+ .O 88.2 -8455.-8593. 4.2X .137 5.6+ .O 118.4 + 8455.+ 11849. 4.1X .138 4.9+ .O 64.6 -12300.-15706. 4.4X .188 4.9+ .O 118.4 + 8455.+ 11849 •. 4.lX .138 4.9+ .o 88.2 -8455.-8593. 4.2X .137 5.6+ .O 86.1 -1345.-1004. 2.ox .138 4.2+ .o 118.4 + 8455.+ 11849. 4.lX .138 4.9+ .O 56.7 -25364.-33366. 9.lX .188 10.0+ .OB 86.1 -1345.-7004. 2.0X .138 4.2+ .O 84.2 + 37332.+ 52451. 13.4X .188 11.6+ 3.6B ....... • . PORIT~N BENNETT . : May .. ~-:I;, _ 19 9 0 . 94-9.., 432 LIST 35 ,G28 ----------------------~--**BRIDGING REQUIREMENTS** TC'-RYY-:;"""-i:6-33~-BC-RYY-: 1. 440 i WLENj (TC RYY) = 172. 354 ~~!~ -~il8I~G=Foi3B~5i~~E$ = 2s.199 -~------------------------- • '•_ l • : , .. ~ :. :· .. ._ ... --,, '. "", :·.-.t.· ...• , ..... ·-·:-, . ,.,,; -.- . -,_; . . -~· -... ....-~-' ,,.. .. , .. '... . . . . ---:. . . ~~-, ·, .. . :-~· ,; .. :~:f~-,.)·.,: .. , ±:·:· ,-.:: : · · · · ._: ·-= · ·:·: -·~: ._·t _-,:,=-~·2:·:~, .· ;, .:-. · · .. , ~--' ·-.. --. ~--· -....... --'-,,, ' ~-:;··., ~"":'"_-:.:.~-::-. •,-.-... _-,:; •• ~,' • p ·,-.. :-· . •w,_ 1'• :_ .,._; .. ~ ,. ______ ... --.... _ ·-·· .. -•. -.·· ......... ,. ..... --... --.. ... ·<--... -•.•.•.. • •• PURITAN -BENNETT M~y 21, 1990 94-9-432 LIST 36 G29 27YG O 23' 9-1/2" 27G 4N 12.30K ------------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SP~CS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-9 1/2 06-00 0/0 5.0 IN 5.0 IN .66 TL REQ .00 LL -**LOAD CRITERIA** -----------------TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA** L -TCX -LOADS·: UNIFORM·= · R-TCX ---LOADS : UNIFORM = **BASIC DIMENSIONS** O. PLF •. O. -PLF. -LEFT. RIGHT -. RIGHT WK LENGTH END PANEL END PANEL 23.4583 3-10 3/4 3-10 3/4 LEFT VAR DIM 2-0 0/0 VAR DIM INTERIOR PANELS 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM . 3-10 3/4 3-10 3/4 5-10 3/4 5-10 3/4 DEPTH. DEPTH CENTER -RIGHT · DEPTH LEFT 27 0/0 25 1/2 27 0/0 27 0/0 (ACTUAL) 25 1/2 25 1/2 (EFF) ------------------**TRUSS ANALYSIS** ------------------EFF'· WEB WEB pp LOAD-LBS DEPTH MEM SLOPE· 1 .o 25.441 2 -.569 2 .o 25.441 Vl .ooo 3 12300.0 .• 25.441 3 1.060 4 .o --25.441 4 -1.060 5 .o 25.441 V2 .ooo 6 12300.0 25.441 5 1.060 7 .o 25.441 6 -1.060 8 .o 25.441 V3 .ooo 9 12300.0 25.441 6R 1.060 · 10 .o 25.441 5R -1.060 11 .o 25.441 V4 .ooo 12 . 0 .000 4R 1. 060 13 .o .000 3R -1.060 14 .o .000 V5 .ooo 15 .o .000 2R .569 . -.. AXIAL-LO·' IN WEB + 37331.5 .o 25364.3 + 8454.8" .o 8454.8 + 8454.8 12300.0 + 8454.8 8454.8 .o + 8454.8 25364.3 .o + 37331.5 TCX LEFT o-1 0/0 TCX RIGHT o-1 0/0 -AXIAL-LD -AXIAL LO TOP CHORD BOT CHORD 32453.7 .o 32453.7 .o .o 49859.0 55660.7 .o 55660.7 .o .o 61462.5 67264.3 .o 67264.3 .o .o 61462.5 55660.7 .o 55660.7 .o .o 49858.9 32453.6 .o 32453.7 .o .o .o .. ,.:: ~ '·-.. . . '·· ,· ·,··. :· .. : •. ; ,' • r+ • > ,_ -', . .. '• ,· .. '~, ,. ,· .. :' . PURITAN ..,. BENNETT · .• ·: · · ,. .. 94.;.;9-43'2· LI'ST:: 3<5:-. G29 . ·-. · . · · ·.May ~1, 1990 . ----·-----·----**CHORD E>ES~GN** STEEL.FY= 50000. PS:J: ,, ___ --. ,·-·---.. -- . .AXIAL AXIAL _ MOME;NT· BENDING BENDING.. COMBINED STRESS RATIO U:r:;II .. LOAQ STRESS RATIO . RATIO L END PANEL ·pp · 112.88 .'2 • 3'763 • 0 • O • 0000 • 3763 L END PANEL MP · 112.88. 2 .• ,5824 • 0 • 0 • 0000 . • 5824 .... L. VAR ~ANEL pp .. 11288 ~-2 , •. 3.763 . . . . . .• O • O • 000.0 .3763 :L VAR PA'NEL,MP·~,-.. 112,8'8-... 2--, · .,·4541 · '' ·····. · · O·; .O •. '000,0:.. · .4541 ,::. ;INT ·PANEI.(PP-~ .·:2339·<5~3.:·:··.·_ .·:_77_99·-:·:\: '.·.:··.,·,:-<:0·· " .o· .OOO.O ·_. · .7799. INT PANE.L MP 2339:q. 3;.. . • 9598 • 0 • O • 0000. • 9598 R VAR PANEL MP 11288 •. 2 • 4541-• 0 • O .• 0000 • 4541 R VAR PANEL .PP 11288 .2 • 3·763. • 0 • O • 0000 • 3763 R END PA:NEL MP 11288 • .2 • 5824 • O • O • 0000 • 58·24 R END PANEL. PP 1;1.288. ·2· • 3763 • Q • 0 • 0000 • 37(:i3 ... :-: ·. ·· .... SEC ·oE.SCRIPT:tbN:'._: ·. -.. AXtAt, :·LOAD-: · :t< · .. ~L/R · ·'.: I FLRS LENGTH ·· .. .:.·TC. ,4-3-: L ·.3 .. X 3·: X.250· ., .. ; ·. ·67'264 •. l~Oq .. 44 •. 1.. · ... 845.7DEV 6 ... 23-11 1/2 ···:i: ·BC .. :39 ' .. :.L2:-1.f.2X.2-:-1f-2J{. 2·50 :.::: · . .::;-614.6-3 •. 1.. 00 · -97. 7 · ··. __ . • OREQ · 0. · 23-· 1 ··112 · . . · . . . · . . __ .:,-· 4 77. 6REQ TL · .. 1---~=·· ... ~sEC·DESCRIPTioN·--.·--. ·-AXIAL-STRESS .. -CBRMP . . Bc· . 39 . L2-1/2X2-1/2'X. 250 . . ·2-8322. . . • 9441. , L/360. LIV:E LOAD-DEV :;:: 2447 .4 PLF, L/.240 LIVE LOAD DEV = 3-671.1 PLF TbTAL LOAD FOR._D;E;F'L == -2073~1. PLf. . ---~----~-----: I .-; . -~ tTCX . DE;SJ;'GN* * .-. ~--~----------'., .. ·· ·:-. :" .· .. BENDING DEFLC BEARING . SEC L 43 42 R 43 4·2 TC BR TC .BR MOMENT . 0. REQ S -DEV S .000 1.108 .REQ. I .ooo DEV I 2.488 IN. LENGTH DEPTH .008 .o-1 0/0 6.00 0-6 Of.O . 0-. • obo 1 .. 108 .ooo 2.488 .008 o-1 oz-0 ~.oo . -o-6. 0/0 . . I~·. '~----------------------'._,•~ • •~""' • .... ·**:E;ND PANEL -'DESIGN** . : -· ~-.,..; ----..:.--·-~---!"'--------~ .. , ... _.·. •' ...... ·-:-· .. ··, . AXIAL 'LOAP K .KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH ',. LEFT '3:2453.7 1.00 75.5 0 V. 3-10 3./4 EP VP 6 0/0 :,:.~t~~-'_:~.:_~~-~~~·~.:?\,:.·.~-~.~9>;;;~·)15-/:~.\:_,.:'..9.,.~-'.1~,,,:Y,_::,::.: .. 3-10 3'/'ft::·· ... · EI:> ··vp : .. : ... 6. _00:/0· · · --· -.. ·. · .**WEB DESIGN*-*.,.:'$T-E'.:EL·FY ~ 5·0000. ·-PSI.--··MIN VERT SHEAR= 4612.5 LBS .• --------------'ENO REACTION = 18450. 0. LBS. WEB NO . -2: -31 Vl 17 3 2.7 4 17 V2 17 5 22 6 17 V3 27 6R 17 5R 22 V4 17 4R 17 3R 27 V5-17 2R 31 , · . REQ DEV REQ FILLET AVBL . . Q, _ K . · KL/R · AX. LOAD AX LOA:0 ,Jt. WELD S:IZE, · WELD SLOT, 2 1 .•. 00 84.2 + 373,32.+ 5245.1. 13.4X .188 11.6+ .3.6B DESCRIPTION . . _ L 2 . X 2-X.'232 L1~1/2Xl-lj2X.138 L 2 . X -2 X. 18 8 .. La~1/2Xl-1/2X.i38 _ Ll-lj'2Xl-1,12X.13.8 ~ L .2 X 2 X.131 L;L-1 / 2_Xl-1/2X. 13.8 L 2 ·X 2 X •. 188. Ll-1/2Xl-I/2X.138 L 2 X 2 X.137 Ll-1/2Xl-1/~X.138 L_1-lj'2Xl-lj'2X.13.8 L 2 · X 2 . X .18.8 Ll-1/2Xl-l/2X.138 L 2: X ~ 2 ... X • 2 3 2 · .. I •~ ; • ' ' 1 1.00 86.1 -_ 1345.-• 7·004. 2.0X .138 . 4.-2+-.O· 2-.1.00 56.? •25364.-33366. 9.lX .188 10.0+ .OB 1 1.0D 118.4 + 8455-+ 11849. 4.lX .138 4.9+ .O 1 1.0.0 8·6 .• 1 ·-..... 1345.-~7004. 2.ox .138 4.2+ .o .. 1 J..00 88.2 -. 8455 • ..-85'93. 4.2X, .137 5.6+ .O ·11~00 11&.4 + 8455.+ 11849. 4.lX .lja 4.9+ .O 11.00 64.6 -123db.-15706. 4.4X .188 4.9+ .O 1 ~-00 iis.4.+ _8455.+ 11849. 4.lX .138 4.9+ .O 1 1~00 88.2 -8455~~ 8593. 4.2X .137 5.6+ .0 1 1.00 86.1 -• ·1345.-1004. 2.ox· .13.8. 4.2+ .o 1 1 •. ·0'0 118.-4 + 8455.+ -11849. 4.lX .138 4 •. 9+ .O 2 1.00 56'.7 -25364.-3.33·66. 9.lX .1.88 10.0+ .OB 1; 1.00 86.1 -:-13·4-5 •. -700_4. 2.OX .'138, . 4~2+ .O 2 1.00 _ 84.2 + 37332.+ 52451. 13.4X .188 .il.6+ 3.6B .. / ." :; -~ '" ',: :' .,.. '. ,,. -.. ·•;-. -...... _. ---~ -·•. _ .... .:;,..--=·.: .~ -•. . .... __ , , ·--. • • • • - ·: .. _.:_ :·~~:·.::."·, .... .. .. . --· ., -. .. "_.,, . PURITAN -BENNETT 94-9-432 LIST 36 G29 •• **BRIDGING REQUIREMENTS** ------------------------- • .May 21, 1990. TC RYY = 1.633, BC RYY = 1.440, WLEN/(TC RYY) = 172.354 WORKING LENGTH= 23.458 FT MAXIMUM SPACING FOR BC BRACES= 28.799 ' ' ........... -·' . -~ ' ~ . ' . • • ' ' > • ·: • '~, ·-,. ~;:.. '" , ....•.... ·.··. ' ·_ . : , : '-,-. ' ,,. . -; .: . ' . . . --· ,, ', ... -,'-,; . ,"'t-,,'. . .• -- :_; PURITAN -BENNETT · ... :May 21., · 1990. ::: .. · _ ... 94~9--4-32 ... I.IST 36' . .-· · . · · . · ... :G30 ... 2.7YG .. o· 2-3' 9-:IJ2"-· .. 27G'.4N 12.30K·. ;;jorsT~GrRoER-oisrGN-iEQurREMENTs;;------s:ii-sPics ______ vui:ciiFT~ENG-oii_;i.;;~-. --~----:-----~---~----·-~~---~--.:."""!"'-------·-~-~~---~---.---------------------.... -~-------- DEPTH BS LENGTH . 27. 00 23-9 1/2' JOIST' SPACING 06.;.00 0/0 LEFT.END RGHT END ACTUAL DEFL POINT STRUT STRUT ·5 • O IN 5 • Q I:t-r --------~--------. ··· '**LOAD 'CRITERIA**· ... , .. ··· · · : · · '. ,., .-:. · . : · .. ;··.·~o~i~~.t6A:b-:~~~~_j-o'~-; ~~;::'. L!;~·-i6~i:/·L.'·, ;·: .. ::o~~·;: ~t~·-,:. TOTL LOAD· DEFLECTION' SPECIFl:EP AS L/:2-40 ADDITION~L TC AXIAL LOAD = 8 3 • O O KIPS • · ·coNd·ENTRA-TEI) 12. 3·00 KIP(S) TOTAL _AT. ·PP· . 3 ·.: 6 . 9 :·. :· ', . --··--.~--------------~-----~-~--*'*T.CX/CAN-T: _LOAD_ C_l:<I'r~RIA~-~. · ·, · ::·· .·,. · • L TCX LOADS: R TCX LOADS·: UNIFORM= UNIFORM=· ~---------------~---. **BAS.I.~ DIME:NS.IONS** ' . . --------------------- ·o •. PLF •. O. PI;iF. . . . LEFT . RIGHT .. . . . __ ..., ~ ,. -. . ,.:_, ' .. -··-·-,,.'· t .·-• " • 'RIGHT . INCHES LOADS .56 TL ~EQ .00 LL . WK LENGTH. END PANEL END' PANEL 2~.4583 3-10, 3/4 3~10 3/4 VAR DIM 2~ 0 0/0 INTERIOR PANELS 3 AT 4-0 0/0 LEFT ·TC RIGHT TC END PANEL END PANEL A-DIM B-DIM. ,'_ 3-1:0 .3/4 3 .. """10 _'jJ4 ... 5-l'0 3/4, .·!;>-10. 3/4 1 · · 'DEPTH· ·DiiPTH .. ·. DEPTH . · · · . LEF:T .. · CENTER · RI'GHT . . . . 27 0/0 27 0/0 27 0/0 (ACTUAL.) . ' 25 1/4 ·. 25 1/4. 25 1/4 (EFl) · TCX LEFT .... TCX RIGHT o-1 0/0 Q~ 1 0/0 ,! •• -·------------------• • . • ,,. ' •• ~ • ··-·. ··- ': .. '**TRUSS' ANALYSIS**., , .. ·------------------· pp 1,r,, . ·2 .. 3 4 5 6 7 .. 8 9 10 11 ' 12 13 1.4 15 -; ., LOAD-LBS EFF . ·o .. . : o ·. DEPTH .25. 281 2·5 ~2'8,1' · ·12300.0. · 25'. 281 . . ..• ·o. • O· 12300.·0. . ' .o . ' ...• 0. 12300. o· . • 0. .o .Q .o .o •. o' , ·. . 25. 2·8.1 .. 25·. 281 25 •. 281 Z5.2'8,1 2.5'.281 25::rn1 25.281 25' .• 281 . • 000 • obo .· • O:op. .000 • ~ ... ,'>::•' WEB WEB · . AXIAL· LD MEM SLOPE ~N.WEB ·'2 ~ ~565. + · 37509,,~ 5 . Vl:. -. :· 000 , . ' O · · ,3 . 1. 053 25439:7. .. 4 · -1. 0 5 3 + . .. 8 479 .• 9 . V2 .. • o o o . : • o . .. 5 . 1. 053 -.. 8.4 79. 9 6 -,.1: 053·.. + .. 8479. 9 V3 ; O'O'O -: .. --12 3 oo .. 0 ~R 1~053. + 8479.9 SR ~1.053. 8479 9 v4 · : ooo • : · : o · 4R 1.053 + 8479.9 3R -1·. 053 -· ·· 2·543'9. 7 · v5· .OO.O -.O 2R .5~5 -+ 37509.5 AXIAL. LD TbP CHORD . :32~58.3 · 32658. 3 . • 0 ... 56011.7 -560'11. 7 .o 67688.4 67688.4 . .o 56011.6 56011.6 .o 32658.2 32658.3 .o ~ r • • • , •. ,..·., .,~ ',: .. ,'• ,• '< . ... . .. . .:·. ': :, . ~~ ·, :, . .'~:,~--:~,~~-.-. ~.!·:'•M~,.~-.·~·~,··: ·:,:, ~:•,•"~' ,• ••, • · .. ~: ,·-" -·~-' ,' ..... - . ---. ....· ~~ ~ ' ...... :. t':-· .. ,, ... . -· , .. ~ . . . ... i,...... --' -. ~ .. ~. ';:~ . . . -~ : : . .. . , -; . .... ~' . ,. AXIAL LO BOT CHORD .O' .o 50.173.3. ··• O· . • 0 . 61850 •. o .o .o 6185.0 .o .o .o 50173.3 :o .o .o ... ;· .·.7-·· . .... ·,.'"; .' , ._ ,... ' . • ., ••. --~ , ....... ;•.... .._.-: •• ,..., ,1•,.; ..... • •, PURITAN -BENNETT 94-9-432 .LIST 36 G30 •• May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 7131.7 .2377 .• O LEND PANEL MP 7131.7 .3265 .O L VAR PANEL PP 7131.7 .2377 .0 .L VAR PANEL MP 7131.7 -.2688 .O .. INT PANEL PP 14781.3 .4927· .O INT PANEL MP 14781.3 .5690 .O R VAR PANEL MP 7131.7 .2688 .O R VAR PANEL PP 7131.7 .2377 .O REND PANEL MP 7131.7 .3265 .O REND PANEL PP 7131.7 .2377 .0 SEC DESCRIPTION AXIAL LOAD· K KL/R TC 54 L3-l/2X3-1/2X.344 67688.·1.00 38.9 BC 39 L2-l/2X2-l/2X.250 61850. 1.00 97.~ SEC .. DESCRIPTION ---AXIAL STRESS CBRMP • BENDING BENDING STRESS RATIO .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 . 0 . 0000 .o .0000 I FLRS 1006.3DEV 6 • OREQ · 0 -4 7 7 • 6REQ TL COMBINED RATIO .2377 .3265 .2377 .2688 .4927 .5690 .2688 .2377 .3265 .2377 LENGTH 23-11 1/2 23-1 -1/2 BC 39 L2-1/2X2-1/2X. 250 28500. . 9500 L/360 LIVE tOAD DEV= 2912.2 PLF, L/240 LIVE LOAD DEV= . TOTAL LOAD FOR DEFL = 2073.1 PLF. 4368.3 PLF -**TCX DESIGN** BENDING DEFLC BEARING SEC MOMENT REQ S DEV S REQ I DEV I IN. LENGTH DEPTH L 54 TC o. .000 2 .131. .000 5.323 .008 o-1 0/0 6.00 63 BR o-6 ozo R 54 TC o. .000 2.131 .ooo 5.323 .008 o-1 ozo 6.00 63 BR o-· 6 0/0 ·--------------------**END PANEL DESIGN** --------------------AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 32658.3 1.00 65.0 0 V 3-10 3/4 EP VP 6 0/0 · -RIGHT 3265?.3 · 1.00 65.0 ·o· ~ -V-: .. -3-10 3/ 4 --EP' ·VP 6 0/0 **ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% -TENSION -AXIAL AXIAL AXIAL. .ll< SEC FORCE STRESS RATIO TC 54 83000. 18124.9 .4543 -COMPRESSION -AXIAL AXIAL AXIAL BENDING BENDING COMBINED FORCE STRESS RATIO STRESS RATIO RATIO LEND PANEL PP 115658.3 25256.6 .6330 .o .0000 .6330 LEND PANEL MP 115658.3 25256.6 .8694 .o .0000 .8694 L VAR PANEL PP 115658.3 25256.6 .6330 .o .0000 .6330 L VAR PANELMP 115658.3 25256.6 .7158 .o .0000 .7158 INT PANEL PP 150688.3 32906.2 .8247 .o .0000 .8247 INT PANEL MP 150688.3 32906.2 .9524 .o .0000 .9524 R VAR PANEL MP 115658.2 25256.6 .7158 .o .0000 .7158 R VAR PANEL PP 115658.2 25256.6 .6330 .o .0000 .6330 REND PANEL MP 115658.3 25256.6 .8694 .o .0000 .8694 REND PANEL PP 115658.3 25256.6 .6330 .o .0000 .6330 •••• ' ' . ' • ' ' . '.·' PURITAN BENNET.T. :.. . 94-9:-4 3·2 LIS'!' .3·6 ._ .. ·c:;3:0 -----~--------*·*WEB DESIGN,** STEEL fY 50000. PSI. MIN: VERT SHEAR = 46·12 •. 5 LBS. --------------.. ENO 'REACTION = 1,8·4·50. O LBS • . REQ DEV REQ FILLET AY.BL . WEB NO DESCRIPTION Q 2 K KL/.R AX LOAD .AX LOAD WELD s·IzE WELD SLOT ·2· 3.1 L 2 X 2. X.232' 1.00. -84.1 + 37510.+ 52.451. 13.5X .188 11.6+ 3.6B V:t 17 Ll-1/2X1-1/~X.138 1 1.-00 85.6 .,. 13'54.-7048. 2.ox .1·38 4.2+ .o 3, ... ,27 .. L 2 X 2 X.188 2 1.00 . 56.5 -2.5440.-33411. 9.lX .• 188 10.0+ .• OB .... '. ·,-4 · ·1:1 ._L;i.-1z2x1.-:-1/2x •. 13-a--: ;2 .. 1.b·o: .. · '75 •. 2 +.: 848,o .• + 23·697. ·5.8X :.13810·.o+. · .dB .-:-. v2·. 17·-L1~1,2x1-112x.1_38 .·1.:1.~·b:_o·.::· 8-5.6:· ... ·=· 1354:-. 704a. 2 .• ox· .-13'8'. :4.:2+: .0 . 5 . 2 2 .L 2 X 2 X •. 13 7 1 1. ·O O 87 • 9 8 4 8 0 • -8 619 • 4 • 2 X .• 13 7 5 • 7 + • 0 6 17 L1-1/2Xl.,.-1/2X.138 2 1.·00 75.2 + 8480.+ 23697. 5.8X .138 10.·0+ .OB V.3 27 L 2 X 2 X.188-1 1.00. 64.2 -.12300.-15757. 4.4X .-188 . 4.9+ .O GR 17 L1..-1/2Xl-1/2X.138 2. 1 .•. o·o 75.2 + 8480.+ 23697. 5.8X .138 i0.0+ .OB · 5R 2·2 L 2 X 2 X.137 1 1.uo · 87.9 -84,8.0.-8619. 4.2X .• 137 -5~7+ .o. ·. ,V4 17 Ll-.1/2Xl-1/2X •. 13,8. _1 L,0_0 .. _8:5.6 -.. · 1.354.-704·.8. 2.0X_ .• :J,38 · -4,.-2+ .O · 4R 17 .Ll-1/~X1-:-l/2X·.138 2 1.00·_ · 75.2 :I-8480 .• + 23697. 5.8X .1 .. 3,8 10·.o+ .OB . : ·._3R 27 L 2 X "2 . X.·18JL :· '2. · 1,.,00 '56 .• 5 ,... · 25440. -33411. .9. lX .18·8 ·' 10. O+ · • OB ·, .. ::· .. v5.17.,Ll:-,JJ2X1-1/2X.13°8,.:, ... L:,1-.00:>85.6 -.-1354.-:-. 7048. 2.0X .138-.4.2+ .O . ·--. · ~R-Gl-L 2 X . 2 X.23:2 · 2· 1 •. 00 · 84 .• l + ,37510.+ :52451. 13.5X .18'8 .. 1.1.6+ 3.6B -~~.~~--~-~~~----~----~~ ..... -.-~-': **BRI·DGING--REQUIREMENTS** ------~-----------~--------TC RYY = 1. 849, BC RYY == . 1. 440 ,. WLEN/ (TC RYY) = 152. 270 · WORKING LENGTH = . 23 •. 4.58 FT .. ·MAXI~ .S.PACING .. FQR J~C BRACE$-;:::. 28 .• 79_9.-·-· · · · --------~-.,.~------~-----~ f • , ~ • • • • .. ~ • .. , r , t_ •• , .. ,. ~·: .... 'I•.·:: ,~-.;: "'; ,-. .. : ·:-... '.' . . . ' '~ . .. \ • /--'. ' .. ··-·: -'1 •, .. .·~-·: •"" r ' .. .. . ::_ '. :,-.. ' ~ '-., -,Ho--:·· : O •.+ ,.:_---:-:;::-,. • 0 ~ 7· :;, -: •V .. ,· •# :. ·-~ O . ;, . ...__ ... .-. .-... ~.-::--,-;:-· .. ':.. .. " .. ,··,·:_--:.f;,, •.• ·:-..., .. ·,;:..,._, .,,.,,., ... . ' '•J"' -.•· ' -. • . ~ •.•. : ~.--.• <,. • PURITAN -BENNETT May 21, 1990 94-9-432 LIST 36 G31 __________ 27YG ___ £ _______ ~~~--9-1/2"-----~Z~-~~-~~:~~~-----,--------------- **JOIST GIRDER DESIGN-REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** JOIST LEFT END RGHT END DEPTH BS LENGTH SPACING STRUT STRUT 27.00 23-9 1/2 06-00 0/0 5.0 IN 5.0 IN **LOAD CRITERIA** -----------------TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 55.00 KIPS. CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD -CRITERIA** -. . . ~ -------------------------- . -L TCX LOADS: UNIFORM=· R TCX LOADS: UNIFORM= **BASIC DIMENSIONS** 0., PLF. - O. PLF. LEFT RIGHT -RIGHT ACTUAL DEFL POINT INCHES LOADS .59 TL REQ .00 LL WK LENGTH END PANEL END PANEL 23.4583 3-10 3/4 3-10 3/4 LEFT VAR DIM 2-0 0/0 VAR DIM INTERIOR PANELS 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 3-10 3/4 3-10 3/4 5-10 3/4 5-10 3/4 DEPTH DEPTH CENTER . RIGHT DEPTH LEFT 27 0/0 25 114 27 0/0 27 0/0 {ACTUAL) 25 114 25 114 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 25.302-i 2 -.565 2 .o 25.302' Vl .ooo 3 12300.0 25.302 3 1.054 4 .o 25.302 4 -1.054 5 .o 25.302 V2 .ooo 6 12300.0 25.302 5 1.054 7 .o 25.302 6 -1.054 8 .o 25.302 V3 .ooo 9 12300.0 25.302 6R 1.054 10 .o .25.302 5R -1.054 11 .o 25.302 V4 .ooo 12 .o .000 .4R 1.054 13 .o .000 3R -1.054 14 .o .ooo V5 .ooo 15 .o .000 2R .565 AXIAL LD IN WEB + 37486.3 .o 25429.9 + 8476.6 .o . 8476.6 + 8476.6 12300.0 + 8476.6 8476.6 .o + 8476.6 25429.9 .o + 37486.3 TCX LEFT o-1 0/0 TCX RIGHT o-1 0/0 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 32631.6 .o 32631.6 . 0 • 0, 50132.3 55965.9 .o 55965.9 .o .o 61799.4 67633.0 .o 67633.0 .o .o 61799.4 55965.9 . 0 55965.9 .o .o 50132.3 32631.5 .o 32631.6 . 0 .o .o . . •••• .. .. PURITAN BENNETT· .. 94...;9_ 432· . LIST . 36 · .May. 21,_, 19~0. .G31 . --------·-------**GHORD DESIGN-** -ST-EEL FY :::: 50000. PSI ---. ---------AXTAL AXIAL MOMENT . STRESS RATIO UNI LOAD · · .L. END PANEL PP 8468. 6 • 2·823 • O L END PANEL .MP 8468. 6 • 4004 • 0 L VAR PANEL PP 8468:~ 6 • 2823 ...• 0 · -.--L·VAR:PANEL MP· ··.·8468.6 ··----·· •. 3·32.8::--. ... · · ·.O-· .. ·: :,INT PANEL pp.·_ 17552.1·· .. ·.58·5·1:.-.o 'INT. PANEL MP .. 1'7-552 .• 1 • 7054 • 0 R VAR PANEL MP 8468. E5 • 3328 • 0 R VAR PANEL PP · 8468~ 6 • 2·823 • 0 R END PANEL MP 84_68. 6 • 4·004 • 0. R END ;I?ANEL PP ·8468. 6 • 28·23 • O ... . . SEC 'DESCRIPTION . . . AXIA;L LOAD :K. KL/R • BENDING STRESS .o • 0 .o .o .• 0 .o .o .o .o • 0 BENDING RATIO • 0.000 .0000 .0000 • 0000· • 0000· · .0000 .0000 . ooo·o .0000 .0000 COMBINED RATIO .2'823 .4004 .2823 ·• 3328 .5-851 .7054 .3328 .2823 .4004 .2823 I . FLRS. . LENGTH . - ·. :TC· 51· L3-lf.2X3-1/2X.2'87 ·_ .:: · 67633 ..•. 1.00: 39.2. · . _ BC: 3.9 . L2·.-1/2.X2-1/2X.-._4_50 · . _ , · ,-~_179~ •. 1 .• ·0<l · ·97. 7 : · · '946. 6DEV. 6 23·-11 1/2 OREQ O 23-1 1/2-.. --,f1i: 6REQ TL ... SEC .. .DESCRIPTION AXIAL STRESS CBRMP BC 39 .: L2-1.f2X2-1/2X. 2:50 . 28477. • 9'492° L/360 LIVE LOAD DEV = 273,9. 5 PLF, L/240 LIVE LOAD DEV = TOTAL LOAD FORDl!:FL == 2073.1 PLF~ 41·09 .3 PLF --' ---------------. :· *'.kTCX .DESIGN** -,---~--~-~----BENDING DEFLC BEARING SEC MOMENT REQ -S DEV S REQ I DEV I IN. LENGTH DEPTH L 51 TC 63 BR R 51 TC -· 63 .. _ ""BR o. .000 1.722 .ooo 4,.545 .008 o-1 .0/0 6.00 O. .. _ -~ 000 1. 722. • 000 4.545 .008 o-6 ozo o-1 ozo o-6'0/0 6.00 ·--~'-. ,..:.-----~----..:._ ... ~----------' **END PANEL DEBIGN** · ~----.,..--~-----------1-\.XIAL LOAD K 'KL/R FLR WEB TO· END BASEL NGM NGM B. DEPTH LEFT .32631.6 · 1.00 64 .• 7 ·O V 3-10 3/4 EP VP 6 0/0 . , .. L5!~~:·_:-~l~~I~.::-~..:.:.:·.:2£~~~~1.:.Z.:: __ ·£ ..... ::_=· V ..... ·:· 3-3-0 ·3l 4_. ·EP V:P ·:·. ·.-6 .. 9,-0· ... .**AD0ITIONAL T.C -AXIAL LOl!-D DESIGN** ------------------------------: --- TC SEC 51 .··.LEND ' LEND ' L VAR L VAR INT INT R VAR R VAR REND REND AXIAL FORCE. _55000. PANEL PP PANEL'MP PANEL PP PANEL MP PANEL PP PANEL MP PA:NEL MP PANEL PP PANEL MP PANE~ PP -~. •• "1£' ............. • . ··' . . • •. -.... :--. ~ r ~ ... ,: , -~. -TENS'ION .,.. · AXIAL · · AXIAL . STRESS RATIO: 14273 .6 • 3:~77 AXIAL FORCE .. 8763'1.6 87631 .• 6 8'7631. 6 87631.6 122633.0 122633.0. 87631.5 87631.5 87631.6 87631.6 AXIAL STRESS -22742.2 22742.2 22742. 2 22742.2 31825.8 31825 .• 8 .. 2-2742. 2 22742.2 22742 ~-2 22742~2 -· -•;; ·::. -. ·-. . .f ; -.-~ . ALLOWABLE STRESS INCREASED 33%._ -COMPRES·SION AXIAL. .BENDING . RATIO· STRESS .-5700 . .• 0 ~seas .. o .• 57-0b • 0 ~6720 .o .7976 .o .9617 .o -r6720 .O .5700 .o -• 8.085 • 0 · •. 5700 • O BENDING RATIO· .• 0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .~ .. -~ .. -~· ·: .. ·~ : .... ·. _,: .. · ... ,. . .. .: .. , .. _· ·:,· ,.·: ...... . ...... -:.. :. COMBINED RATIO .5700 • 8.085 .5700 .6720 -7976 • 96.17 .6720 .5700 ~8085 .5700 PURITAN -BENNETT 94-9-432 LIST 36 G31 • • May 21, 1990 . **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 4612.5 LBS. --------------END REACTION= 18450.0 LBS. WEB NO DESCRIPTION 2 31 L 2 X 2 X.232 Vl 17 Ll-1/2Xl-1/2X.138 3 27 L 2 X 2 X.188 4 25 L 2· X 2 X.163 . V2 17 Ll~l/2Xl-1/2X.138 5 22 L 2 X 2 X.137 6 25 L 2 X 2 X.163 V3 27 L 2 X 2 X.188 6R 25 L 2 X 2 X .. 163 5R 22 L 2 X 2 X.137 V4 17 L1-1/2Xl-1/2X.138 4R 25 L 2 X 2 X.163 3R 27 L 2 X 2 X.188 V5 17 Ll-1/2Xl-1/2X.138 2R 31 L 2 X 2 X.232 -------------------------**BRIDGING REQUIREMENTS** -~----------------------- Q 2 1 2 1 1 1 1 1 1 1 1 1 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 LOO LOO 1.00 1.00 1.00 1.00 1.00 1.00· LOO REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 84.1 +. 37486.+ 52451. 13.5X .188 11.6+ 3.6B 85.6 -1353.-7042. 2.0X .138 4.2+ .o 56.5 -25430.-33405. 9.lX .188 10.0+ .OB 88.3 + · 8477.+ 18763. 3.9X .163 5.7+ .0 85.6 -1353.-7042. 2.0X .138 4.2+ .0 87.9 -8477.-8616. 4.2X .137 5.7+ .0 88.3 + 8477.+ 18763. 3.9X .163 5.7+ .0 64.3 -12300.-15750. 4.4X .188 4.9+ .0 88.3 + 8477.+ 18763. 3.9X .163 5.7+ ·.o 87.9 -8477.-8616. 4.2X .137 5.7+ .0 85.6 -1353.-7042. 2.ox .138. 4.2+ .o 88.3 + 8477.+ 18763. 3.9X .163 5.7+ .o 56.5 -25430.-33405. 9.lX .188 10.0+ .OB 85.6 -1353.-7042 • .2.ox .138 4.2+ .o 84.1 + 37486.+ 52451.-13.5X .188 11.6+ 3.6B TC RYY = 1.837, BC RYY = 1.440, WLEN/(TC RYY) = 153.270 WORKING LENGTH = 23. 4·58 FT MAXIMUM SPACING FOR BC BRACES= 28.799 -· . ' ·-. -... ..•.. .... · . . . . '· . .. PURITAN -BENNETT :t:tay.'21,. J,:990. • •• . ' .. ,• -.. 94-9~ 432~-LIST ~6 'G32 : 2·1YG . 0 23' 9-1/2 11·· • ·_27·G 4N 12.30K ;;joisT-GrRoii-oisrGN-REQurREME;Ts;;.------sJr-sPics ______ vur:ciiFi-iNG-oEPT;;-- . . -. . ~ -----~-~~-~----------------------------------~--------------~--------~~--------JOIST LEFT END RGHT.END ACTUAL DEFL POINT DEPTH BS LENGTH · SPACING .STRUT . S-TRUT INCHES LOADS 27.00 23'-9 1/2 06-00 0/0 5.0 IN 5.0 IN .63 TL REQ • 00 ·LL -.:.-:;;r:oio-ciiiiRii;;: · ·· -· ":· · · ·, <· .: _ ..... ·· .. · ., .-, t / ---~-' . • -.. • ' ' '" -' ' ' -. • ' . ·· · Toiii:-Eoio-:------o. P;LF,. LIVE LOA1{~· .,: .. ·'·6:··PLF'. TOT:J:,i LOAD DEF.LECTION SPECIFIED AS L/2 4·0 'ADDITIONAL TC AXIAL LOAD = 2 8 • 0.d KIPS. CONCENTRATED-12. 3p·o 'KIP(S) TOTAt.· AT ·pp:: 3 . 6 : 9 _,: __ _._. ;;icx7ciNT-r:c5io~cRiiiRii;;:. :_: ·-:_.: ___ ,_._" ;:;.:·:.:.·.-0 :-_. • -------------------------- L Tex· :LOADS: UNI-FORM= R TCX LOADS: UNI:FORM::;:: ... . .'**BASIC DIMENSIONS.** ... ·. _ -~ -. ~·.-:··;, -~~.-:--· 0. PLF.· 0 .• PLF • : . :.;' __ ..:.,_.,. ___ ,... ____ ".'"_LiFT--.. 'RIGHT RIGHT.· WK LENGTH END PANEL END PANEL 23.4583 3~10 3/4 -3-10 3/4 .· LEFT V-2\R.DIM· 2-0 0/0 VAR DIM INTERIOR PANELS 2-O 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PAN·EL A-DIM . B-DIM 3·-10 3·/4 3-1.0 3/.4" ~-·l·0 3./4. 5.:.1.0-3/4 DEPTH· DEPTH. .DEPTH LEFT CEN.TER .RIGHT· . .-·· , 27 0/0 27 0/0 27 0/0 (ACTUAL) ' . 2 5 3 t 8 2 5 3 t 8 2 5 3 /8 ( :E:FF) _. ... :: .,, .. TCX LEFT . 'TCX RIGHT o-1 0/0 o-1 0/0 i . .,.--,--------------,--. '... . . . -: **TRUSS ANALYSIS**· .. _ i .. ---------·----~-.--- P:E> 1 .• 2 3, 4 5 .. . 6 7: ... .8 . 9 10 11 . 12 · 13 14· · .15 LOAD-LBS _,J,; •• 0 . . ''i .• 0 · 12300. 0 ' ~ 0 ' • 0 . 1230'.0. 0 .• 0. .. 0. 12300:0 .• o .o .o .o .o .o .E·FF DEPTH ]~:!~§ ' 25.429 25.429· 25.429· 25.-429 · -25. 429 ·. 25-~ 42'9 25.4'29 25. 4-29 25 .• 42·,9 .000 .ooo .ooo • boo · WEB WEB . AXIAL LD MEM .. SLOPE· ·-IN WEB' .-2 ·,.;;..568 · + 37344" 0 v1 · · .odo --· .· · :·o 3 i.060 25369.6 -~= 4·. -1.060· +. 8456.5 V2 ~000·--· •. 0 .. 5 .,,. .1. 06"0 ~· .-......... 84.5.6 ~-5 >• 6 --1. 060 . + ·8456. 5 V3 _. · • OOQ -. 123·,oo. 0 6R 1•060 + 8456~5 .5R -1.060 8456.5 V4 • 000 .• 0 4R i.060. + a4~6.5 . 3R -1.060 25369.6. V5 .OdO . .O 2R ~568 + -37344.-0 . .. . '~ ;::-· -·, • ·---~~·,,' -;.J :. .. N ;:. 0'\ •, .. , . AXIAL LD TOP .CHORD i132468. 0 !32·468. 0 .o 55685.4 55685.4 • 0 . ·67294 .1 6729'4.1 .o 55685.4 55685.4 .o 32468.0 32468.0 .o . . . -· .: . ~ ' ..... ' . _; ---. ·~;·:·:-:·\ :.: ·; ...... : '_:-:· -._,'-· ·,: ........ ·:·,·_ ... , .·;' ,--~~~;:·::< .. ··:·:'~·:/·~:·.:--::.;:·~-=· ~ , • • • ,--• ..,! ·' , \ •••~ ; ., ', ~ ',• ,_ •-"' ", ,,. : • i,.::,_;' '. ". •• ' • .-...... _.: ~· .., .. • •" ..._..,..., ."" l: ·,, ,.: :• 1 ' ' . t:. • • .:ft~·, .... : ... • ;' •, J' " • ~'= ,• -~_• • i .·I.:, . ~ . .: ., .·· -~ . ' ... ·--. AXIAL LO BOT CHORD .o .• o 49881.0 .• 0 .o 61489.7 . .• 0 '. 0 6148~. 7 · .o .o 49881.0 .o .o • 0, ·: .. , .... ••• .:·· ••• _ • ., •• # ·~; ' .. , PURITAN -BENNETT 94-9-432 LIST· 36 G32 • May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 10101.8 .3367 .O LEND PANEL MP 10101.8 .5090 .O L VAR PANEL PP 10101.8 .3367 .O L VAR PANEL MP 10101.8 .3924 .o. INT PANEL PP ·20937.3 .6979 .O INT PANEL MP 20937.3 .8285 .O R VAR PANEL MP 10101.8 .3924 .O R VAR PANEL PP 10101.8 .3367 .O REND PANEL MP 10101.8 .5090 .O REND PANEL PP 10101.8 .3367 .O ••• BENDING STRESS .o .o .o ·.· • 0 .o .o .o .o .o .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .3367 .5090 .3367 .3924 .6979 .8285 .3924 .3367 .5090 .3367 SEC DESCRIPTION AXIAL LOAD K KL/R TC 46 L 3 X 3 X.281 67294. 1.00 43.9 · I FLRS 887.3DEV 6 .OREQ 0 477.6REQ TL LENGTH· 23-11 1/2 23-1 112 BC 39 L2.-1/2X2-1/2X. 250 . 61490. 1. 00 97. 7 SEC DESCRIPTION AXIAL STRESS CBRMP BC 39 L2-1/2X2-lt 2X. 250 28334. • 9445 ~6JK£ tlX~ Fg~DD~jl: ~6 ~~:~ ~tJ~ L/240 LIVE LOAD DEV= 3852.0 PLF **TCX DESIGN** · BENDING DEFLC BEARING SEC MOMENT REQ S DEV S REQ I DEV I IN. LENGTH DEPTH L 46 TC o. .000 1.284 .000 2.756 .008 o-1 0/0 6.00 42 BR o-6 0/0 R 46 TC o. .ooo 1.284 .000 2.756 .008 0-1 0/0 6.00 42 BR o-6 o,o --------------------**END PANEL DESIGN** --------------------AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 32468.0 1.00 75.8 0 V 3-10 3/4 EP VP 6 0/0 RIGHT 32468.0 1.00 75.8 0 V 3-10 3Z4 EP VP 6 010. **ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% ------------------------------------TENSION AXIAL AXIAL AXIAL SEC FORCE STRESS RATIO TC 46 28000. 8711.7 .2183 -COMPRESSION -AXIAL AXIAL AXIAL BENDING BENDING COMBINED FORCE STRESS RATIO STRESS RATIO RATIO LEND PANEL PP 60468.0 18813.5 .4715 .o .0000 .4715 LEND PANEL MP 60468.0 18813.5 .7127 .o .0000 .7127 L VAR PANEL PP 60468.0 18813.5 .4715 .o .0000 .4715 L VAR PANEL MP 60468.0 18813.5 .5495 .o .0000 .5495 INT PANEL PP 95294.1 29649.0 .7431 .o .0000 .7431 INT PANEL MP 95294.1 29649.0 .8821 .o .0000 .8821 R VAR PANEL MP 60468.0 18813.5 .5495 .o .0000 .5495 R VAR PANEL PP 60468.0 18813.5 .4715 .o .0000 .4715 REND PANEL MP 60468.0 18813.5 .7127 .o .0000 .7127 REND PANEL PP 60468.0 18813.5 .4715 .o .0000 .4715 H • ' • • • • < -• • ' ' ' ,•' .. ', : ~ • :. • ' ' f • ~-•. •••• \;·i· .. • •••• . ' ~ . ' . . ~ . ' . . . -' ····.· . . . ' ·.,· .. PURITAN· -· BENNETT . · · :. ·· ·:. 94·-9-· 432 .. LIST. 36 .. ·: .._ .·. · --. ~ay · 21; .19 9 o: . . G32 · --~-----~------ . ~ ... . . --~ , . . .. ' .. . -. ,. .. **WEB DESIGN** STEEL FY = 50000. PSI •. .MIN: VERT SHEAR = ---------..-----. END REAC'r-ION = . RE'Q DEV WEB .NO, DESCRIPTION Q K KL/R AXLOADAX'LQAD 2 . 31 L .. 2 X . 2 X.232 2 1 •. 00 84.2 + 37'344.+ 5.2451. , V;L 17 Ll-1/2Xl-1/2X.138 1 1.00 86.1 -).346.-7007. ·. 3 ·. 27 .. L 2 · X 2 . .X.188.. 2 .1.0.0 .. 56.6 -25370 ..... 33369. . ·:·_4_: 22. ,L: .. :.2·· .. X. :.2. X.;L~-7 "i ···1-_,.l .• OQ:.·--9.s •. J,_.+ .. 8:457'.+ .:15877. -... .-V2:.:t7 L'.!--1/2:x1-1/2x.1a8::,-.:.:;t_1 .•. oo-.86.1. :-> :.--1:34.6 ..... , 70:07. 5 22 L 2 X 2 X.137 1 1.-00 ~8.1 -8457.-8595. 6 · 22 L 2 X 2 X.137 1 1.0.0 88.1 + 8457.+ 15877. V3 27 L 2 X 2 X.188 1 1.00 '64.6' -12300.-15709. 6R22 L. 2 X. 2 X.137 11.00 .88:.1. + 8457.+ 15877. 5R 22 L 2· X 2. X.137 1 1.00. 88.1 -8457.-8595. V4·17· Ll-·1/2Xl:-1/2X.138 1_ 1..00, 8,6,.,1 .. -_,, 1346.-.. 7007. .. 4R 22 L .2 · X --2 X.137·. 1 1. 00. 88 .1 + 8457 .+ .15877. .. ·: 3R·27.L ,2 X 2 X.188.,-.·2 .. --1.~.-00=·56.-6 --.:2·5'37·0~--33.3.·69. :::·.~;'·:::v5· ... 17. .Ll:-l/2-Xl:-l/2X .• 138·;,,·: .. .-1:· -1 .• -0.0,}. :86 .-1. -:-:13.4(5,~ :--: 70~07 •. · --"'~-2R---a-1-L· -2 x. ·, 2 x. 23:2 .. ,-.. 2·. 1. ·00 .·. 84-~ 2 .-+ -37344. +: 52,451 • . '. · .. ~--~--:-~~~---.----~-~-~----~~--,'-. · *-*BRIDGING REQUIREMENTS** . . 4612·.5 LBS~ 18450.0 LBS. REQ FILLE':1;1 AVBL WELD SIZE WELD SLOT 13.4X .188 11~6+ 3.6B 2.0X .138 4.2+ .0 9.lX .188 10.0+ .• OB 4.2X ;137 5.E+ · .O . 2. ox .... 13·8'-'.. 4·. 2+ · .• 0 4.2X .1~7. 5.~+ .O 4.2X .• 137 5~6+ .Q 4.4X ~188 4.9+ .O 4.2X .137 5.6+ .0 4.2X .1~7 5.6+ .O 2.0X ~J,38 4.2+ .o 4 .• 2 X. . ..13 7 '.5 • 6+ . • 0 9~1X .188 ~o.o+. ~OB ·2.0X ·.138-, 4.2+ .o 13 • 4 X • 1.8 8 1 ;L • 6+ 3 ~ 6B . Tc-jii;t:-.;.i:640;-Bc3-RYY-: .. 1 .• 440, WLEN/ c~c RYY) = 1·71 .• 638 · WORKING LENGTH = 23. 45:8 FT . . .. · MAXIMUM. SPAC:CNG $'OR BC _.B.RA,CES · = :2·8:. 7,99 · . ----~----------~·---~----~ . -' : ' . '~~ . I ·' ,., I. 1·. ' . I _, ,·::-,_ .. ·. .;.·..: · . ..:.:-·.-· :-· -..... ---.·· • •••• ·~,-: .1~ _ ... _.~ ~.: '. .. ,. .. ;.. . : · ~. ..., --··. -· ..... ·;; ·~· .. , .. ,, . ., ;~· ''. __ . -· . .--'_ ·--::1 .... ' ·." ' . ,, . -- . -··:; ' ' ,----..-~ -" ...... ..,,, ''~ •' ,,,,,.,. ,.,,. ...... , '• --'' i. •• _, • ..... -./ . -: -. -.. ' ;: ··..-:"': ... ~ • _..' ~ •, • • ., • •• •:. r •r • •: ..... - ,,., ,,, • "-• -•-n . _ ......... -' • ;:_,\.5,:_ ..... --.. • •• ·_ . . ·. ~ -~ .... , ~ . •••• _1 - • • PURITAN-BENNETT May 18, 1990 94-9-432 LIST 38 TSO 32LH 306 39 1 10-1/411 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREME~TS** SJI SPECS WLCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 39-10 1/4 13.2 1.27 TL .40 LL **LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS Lf.360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 **TCX/CANT LOAD CRITERIA** · L TCX. LOADS:-, UNIFORM = 337. PLF. **BASIC DIMENSIONS** LEFT RIGHT WK LENGTH END PANEL END PANEL 39.5208 5-3.0/0 5-3 .0/0 DEPTH· LEFT TC RIGHT TC END PANEL END PANEL 3~11 0/0 3-11 0/0 DEPTH DEPTH LEFT VAR DIM 1-4 1/8 RIGHT · VAR DIM INTERIOR PANELS 1-4 1/8 5 AT 5-4 0/0 LEFT CENTER RIGHT TCX LEFT TCX RIGHT 32 Of.O ·32 0 /.0 . 32 0/.0 fACTUAL) 1.:... 6 1/2 o-0 0/0 30 718 30 718 30 718 EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD ·: PP·--·LOAD-LBS DEPTH MEM SLOPK IN WEB TOP CHORD BOT CHORD 1· · · 573. 8 30.894 2 -~506 + 12113.0 10806.1 .o 2 983.3 30.894 2D -1.931 1107.4 10296.9 .o 3 817.6 30.894. 3 1.916 5064.3 .o 12640.1 4 816.0 30.894 4 "."".965 + 5286.7 16443.5 .o 5 816.0 30.894 V2 .ooo ... 816.0 16443.5 .o 6 816.0 30.894 5 .965 4111.9 .o 19401.8 7 816.0 30.894 6 -.965 + 2937.1 21514.8 .o 8 816.0 30.894 V3 .ooo 816. 0. 21514.8 .o 9 816.0 30.894 7 .965 1762.2 .o 22782.6 10 816.0 30.894 8 -. 965 . + 587.4 23205.2 .o 11 816.0 30.894 V4 .000 816.0 23205.2 .o 12 816.0 . 30.894 8R .965 + 587.4 .o 22782.6 13 817.6 30.894 7R -.965 1762.2 21514.8 .o 14 983.3 30.894 V5 .000 816.0 21514.8 • 0 15 573.8 30.894 6R .965 + 2937.1 .o 19401.8 16 .o .000 5R -.965 4111.9 16443.6 .o 17 .o .000 V6 .ooo 816.0 16443.6 .o 18 .o .000 4R .965 + 5286.7 .o 12640.2 19 .o .000 3R -1.916 5064.3 10296.9 .o 20 .o .000 2DR 1.931 1107.4 10806.1 .o 21 .o .000 2R .506 + 12113.0 .o .o . PUR:tTAN.:-BENNETT . 94-9-:432 LIST.-38 T50 .. .. .. ----~----~----~-----· • lia.y 18 , 1990- **-CHORD DE.SIGN** . p.TEEL FY: = 500'00. PSI -------~-----~--AXIAL AXIAL .. MOMENT . BENDING BERANDTIIN0.G COMBINED · .STRESS RATIO UNT LOAD STRESS RATIO L. END PANEL PP 9477.5· .3159. . -4829.3 15776.3 .52'59 .8418 LEND :E?A:NE~ MP 94-77.5 .49'1·6 42(5·5~9 . 5349·.6 .26_31 . .7547 .L VAR PANEL.PP .. 9030.8 .301.0. .,.,48-29.3. 15776.3 .5259 ...• 826'9 .. L--VAR · PANEL MP:~·.:· -·· __ 90-3·0. ff --: . -. · • 5'071· -. 3·5.1. 7 ·.. -· 441.1 • 018·0 "-· · ·• 52'51. ,.;:_: : INT PA:NEL _·pp_ · 2'0.352. o:· . ~ 67'84 ·.-.· .:-':""·2'176~-0 · · · .. · 7108 5 .' .. , • 2'3'.710 , · .. · -• 9-154 . 'INT .PANEL MP . 20352.0 . . .856.6 . 1088.0 . 13'.64:4 ..... 0'574 · .9140 · R -VAR PANEL. MP 9030. 8 • 5071 3·51. 7 441.1 • 0180 • 5251 R VAR PANEL PP 9030.8 ~301-0 -4829.3 1577'5.3 .5259 .8269 R .END PANEL. MP 9.477. 5 • 4916-4-2,65. 9 .5349. 6 • 2631 -• 754 7 REND .PANEL pp· 94;77.5 .3159 ;_4829.3 15776.3 .5259 .8418 SEC DESCRIPTION : : . . . _. ~X;EAI;i LOAD'· . K KL/R-·· . I FLRS·... liE·NGTH ··TC!· 23 ... L .. 2.-·.X ·2: X.1.48. · ~ .. _232;05. 1.00 ·4-0-.-4·· · 52.4.8DEV ... 2 ·, 41-4 3/.4 :·· .. BC:.-. · 2'2 ·. -L··-.·.2·. ·. X. .2 ... X.-1.3T. · ·: .2_2·7;83. -.1 ..• O·O:. 161. 3_ ·;< . J,58. 6REQ -0· -·30-.6-1/4 _-. · ·· · ·· :... · 337. lREQ ··TL ·-·· .··. ·:-SEC 0:bESCRIPTION·· .·· :c · .:·:· AXIAL ·STRESS 'CBRMP BC 22 B~TT8M 3HdiD· ix~i~SION = 2·5:2 ~· 0 d • 730'8 . L/'36'0 LIVE_ LOAD DEV :::; 3:17. 6 PL', .L/240 LIVE LO~D DEV = 476-•. 4 Pl;JF i ':1;10TAL. LOAD F.OR DEFL = . 3 06. O PLF. · ~\ ., ··--·· --· ----· ---\. . . ' I . '**TCX DESIGN** ,_ . ------------ SEC L 23 TC 40.L BR .BENDING MOMENT 48'00. ----~-~-~!"-------------:-- i ·:··**·END PANEL. DES~GN~* · · .--, --------~~~--~-~---- -REQ S •. 160 DEV S • 27''9· REQ, I .-09·2 DEFLC DEV I IN-. .442 .154 BEARING LENGTH DEPTH 1--6 1 / 2 5 • 0 0 0-6. ,0./-0 . .AXIAL LO.AD . K .. KL/R FLE. WEB TO. END BASEL . NGM NGM B·. DEPTH' LEFT . 10 8 0 6 • 1 1. O O · 7 2 • 2 . 1 .2 D 3-11 O / 0 5 0/ O RIG:aT-' · 10806. ;L · 1,. O.O 72 .• :2': 1 2D • ___ 3_-11 0/~... 5 0'/0 :··.-· ·;;WEB-bEsi-~;.;;"·'· $.~-~EL :,F; ... ~ '.5.oooo·:·",···Psi. ;•, MIN .V,ERT", SHEAR'= .. 1511.7 'LBS. · '•, .. , ... · ----~--~---.~----· · -. . . -'END 'REACTION' = 6.046.,. 7 LBS. · .. REQ .. . DEV REQ FILLET AVBL , . WEB NO DESCRIPTION Q 1· -· 2· · 8· I.1-1/4X'.k~1/4X •. 111 2 . 2·0 ~8. Ll-1/2Xl-~1/2Xi l45-,. 1 · 3 22 L 2 · X 2 .X.137-_ l: · 4 -a Ll-1/4Xl-1/4¥~111. ~ V2 · 8 Ll-1'/ 4X1-1'/4X..111 · ... 1 . . 5 .. 22 L 2. X .2 X.137 1 . 6 8 Ll-1/.4Xl.:..1/. 4X .111 · . 1 V3 8 Ll-lf.4Xl-1Z 4X .• 111 . 1 '7 · 14 Ll-1{2X1 . ..,.l/2'X.115 , 1 a . 8 L1~114x1-1z4x.111 1 'V4 8 Ll-lZ 4Xl-1Z 4X,.; 111 · 1 8R 8 Ll-.1Z4Xl-1Z4X. lll, 1 7R.14 -Ll~1z2x1-1z2x~115 1 vs 8 Ll-1Z4Xl-1f4X.111. 1 .. ·. 6R . 8 Ll-1'/'4Xl-1'/ 4X..111. 1 5R 22 Ii 2 X 2 X.1~7 1 V6 8 Ll-.1/4Xi-1/4X.1_11 l 4R 8 L1-1'/4Xl-1'/4X~111 1 3R 2.2 L 2 X 2 X •.. 13 7 1 .. · . _i .. ·~ .. :, 1 • ,I • ~;,, -, -.~ •• ..::. T • '•_:: f• ', •, _ ..... ; 1 ' ,' • • • .'"' ' • • --· --_. ' ---" . . ~ ... __ l{_ . KL/.R AX LOAD AX. LOAD WELD SIZE WELD .SLOT 1. oo· 176 .• 8 + :12113 ,+ 15911. #1· 7. 3X .111 10. 8+ • OB 1~00. 117 •. 9 :--1238.-4448'. 2.0X .,137 3.3+ .O 1·.20 1-05.4 ..-5064.--69.66. 2.5X .13,7-4.1+ .O 1.0~ lS0.5 + 5287~+ ·7955. 3.2X .111 3.6+ ~O 1 .• 00 125.4. -·932.-· 2520. 2.0X ~-111 3.1+ .O 1.·00 .112.1 --. 4.112.-.. 6280. 2.0X .137. 4.8+ .O . 1 .• 00-18-0.·5 +.-2937 •. + .79-55. 2.4x .111 3.6+ .o 1.0'0 1~·5.4 ..,. 9_3-2.-2520. -2.0x .11·1 . 3.1+ .o 1.·00. 149.9' --2176.--22-06. 2.0X .115. 4.0+ .o 1.00 1-80.5 + 2176.+ · 7955. 2.4X .111 3.6+ .O 1 .• 0 0 12 5. 4 -· 9 3 2 • -2 5 2 0 • 2 • ox . 111 3 • 1+ • 0 . 1~00 la0.5 + 2176~+. 7955. 2.4X rlll 3~6+ .O 1.00·14g~9 -• 2176.-2206. 2.0X .115 4.0+ .-0 1.00 .12_.5 •. 4 -932.-2!:520. 2.0X .111 3.1+ .O · 1.00 180i5 + 2937.+ 7955. 2.4X .111 3.6+ .O i:88 t½l:t: .o 4 ~½~:: -l~~8: ~:8~ :irI i:It :8· 1.00 180.5 + 5287.+ 7955. 3.2X .111 3;6+ .O 1 •. 2.0 105'.4 -50.64.-6966. 2.5X ~137 4.1+ .o· .. ~ . :: -. • -• C • -• , •• "I •• • _ •• --C .-,• :• "•• • ~. ,,' ,;-:r. ~ ... •• .. ~: .. :, --.:· ,::,·,~· • .._:-:! · .. --~-~·:::,:~·:·~.: -~ .. :· .. ::.-,_-•. 1~~.,;.:-·~·.:_:-·. ':', .··: :. ~·---·'-·::: ... ", ~,. ---.., •, - '\~ ~-c_-~_-·:..__ :~. ::.~)/~ :-.--~··.: :··:. :)··: ~: ,---, :---.,-... <-, •••• ~. ~' ... ~--'' ~ . : ~ . • • ·PURITAN-BENNETT 94-9-432 LIST. 38. TSO **WEB DESIGN** STEEL FY= WEB NO DESCRIPTION 2DR 18 Ll-1/.2Xl-1/.2X.145 2R 8 Ll-l14Xl-114X.111 **BRIDGING REQUIREMENTS**· ------------------------- -May 18, 1990 50000. Ql K 1.00 2 1.00 PSI. MIN VERT SHEAR= END REACTION= REQ DEV KL/RAX LOAD AX LOAD 117.9 -.1238.-4448. 176.8 + 12113.+ 15911. TC RYY = 1.225, BC RYY = 1.222, WLEN/(TC RYY) = 387.149 WORKING LENGTH= 39.521 FT 1511. 7 LBS. · 6046.7 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 2.0X .137 3.3+ .0 7.3X .111 10.8+ .OB BRIDGING SPACING STANDARD AT 13.174 FT FOR 2 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R ·.; • • . PURITAN-BENNETT ·. May-18,: 1~90. ·. : .. : · 94-9-. 432 . LIST . _38· . . . 3.9 , , 6,._:, ·l/~·''. T51 32LI::I · 3:06 · ;;-tONG-SlPAN-J6rsf-oi;iGN· ... REQUIREiENTS;;-----SJ:t"."SPECS----~VULCRAFT-ENG-DEPT;; ------~----------:--------------------~---------------------------+--------------. BRIDGING LEFT. END .RGHT END ACTUAL. DEFL DEPTH BS LENGTH SPACING STANDl\RD STANDARD. INCHES 32.00 39-6 1/8 13.1 1.27 TL .40 LL ----~--------~~--.. '. -, ',... . ' .. . ~ -. . ._·;·-'; .. *~L()AD .CRJ;T~RIA*~ ------~------------. '.:·.:-···· TOTAL LOAD = 3 O 6 •. '.PLF, LIVE LOAD = . LIVE LOAi:l DEFLECTION SPECIFIED AS L/360 TOTL LOAD OEFLECTION SPECJ;FI$D AS .L,240 -----------------------~--... **TCX/CANT I,iOAD CRIIJ:IERIA** · . ---~~---------... --~--... ----- ------------·-· - :,,.. 96. PLF~ .. LEFT 'RIGHT . LEFT RIGHT . WK LENGTH 39.1771 { j ,;z :~ • ~ - END PANEL END PANEL . 5-1 .. o/q. 5-1. O/.O E~iFizJ.~L i&gu~A~~~. 3-9 0/0 3-9 0/0 DEPTH DEPTH DEPTH VAR ·DIM VAR DIM INTERIOR PANELS 1-:-4 0/0' I-4. 0/0 . 5 AT 5-· 4.·0/0 . ., . LEFT CENTER RIGHT TCX LEFT TCX RIGHT 32 0/0 -·. 32 OZO . 32 0/0 ... (ACTUAL) .. 30 718 . 3'Ci)_. 7/8 · 30· 7i'8 · ·(EFF) · .. · · ··.·:· · · --., .. · 1-6 1f2 -0-·o 010 -------------~-~~-**TRPSS ANALYSIS** ~-----------~-~----EFF WEB WEB AXIAL LD AXIAL LD ·PP· LOAD-LBS ·~ DEPTH MEM··· ·.STuOPE:. :·. IN WEB·,.· ·0·TOP CHORD ' ... : 1 . · 5 4 8; .' 2 ,-. 3:0 •. 8.9 8 : . 2, . -~ 5 2 4 4-.. , 11'7 3 8 • 4 .-. 1O39 8 • 7 . · 2 .· ·.957.0 ... 30.8'98 .:. 20· -1.931 ·-.. 1077 .• 7 .' 9903.1 3 · . 8:16 • 8 3 O • 8 9:8 ,, 3 1. 9 2 4 . 5 0 5 9 • 1 . • O 4 816.0 30.898 4 -.966 + 5286.4 16039.5 5 -~¥ 8·Hi O 30 .• 8'98 V2 · . .OQ.O · -. .·· 81.6 .,o. 16039. 5 6 "·• 816,: 6. 3'0 .898 . 5. • 966 ," .;.., ·. 4-111:6 • 0 7 88.1166. ·.~o0· 3·0 .• 89.8 · 6 .-.9·66 . + 29.36.9.. 21110.1 8 ·. · 3·0.89,8·' .. V3 . ..-Qoo .... . 816.o, .· 21110.1 9 816 O O 30 .• 898 7 . 0 96.6·. •,':""I 17•62·.1 • • 0 .· .... 10. .8.16.0 .. 30.8Sl'.8 8, -.96·6. + 5'87.4 22800.3 · · 11 . 816 ~ O 3.0 •. 8,9 8 . . . V 4 • 0 O O 8,16'. O . . . 2 2 8 0 0 • 3 12 816.0 30.,898' · .8R" .9·6'6" + '587.4 .O 13 816.8 3'0.8~8. 7R -.966 ~ 1762.1. 21110.1 14 957.o 30.·e·9·8 v5· .• ooo 816.o · 21110.1 15 548.2 3-0.898 6R .9~6 + 2936.9 .O 1J5 .·O .000 5R -.966 · .. 4111.6 16039.5 1 7 • 0 ~ 0 O O V 6 • O O O 816 • o· 16 O 3 9 • 5 18 .0 .0.00 . 4·R. .966.·. -r 52.86 .• 4: .O 19 .O .000 3R. -1.924 · 5059.1. 9903.1 2.0 • O · • 000 . 2DR . 1 .• 9-31 .... -1077. 7~ .... · 1039,8. 7 21 .o ~000. 2R .• 524 + 1173S.4 .o .... .... L AXIAL LD BOT· ·CHORD' .o .o 12236.6 .0 .o 18·997. 4 .• 0 . • 0 . 22377.7 ~o .• 0 22377.7 .o .o 18997~4 .o .o 12236.6 . . • 0 • (j . .o .. . :· : ' ~-----.. ' . ' -·-· . ,.·---~ ... ·-.... _.· ..... -··~ ,.,, •• PURITAN-BENNETT 94-9-432 LIST 38 T51 May 18, 1990 *·*CHORD DESIGN** STEEL FY = 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP ·· .. L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 9824.4 9824.4 9356.2 9356". 2 21540.9 21540.9 9356.2 9356.2 9824.4 9824.4 .. TC . BC SEC DESCRIPTION 22 _ L 2 X 2 22 L 2 . ·_x -2 X.137 X.137 - SEC DESCRIPTION-BC AXIAL MOMENT RATIO UNI LOAD .3275 -4440.0 .5100 3882.8 • 3119. -4440. 0 .5365 427.2 • 7180 .. -2176. 0-• 9381 1088.0 .5365 427.2 .3119 -4440.0 .5100 3882.8 .3275 -4440.0 AXIAL LOAD K KL/R 22800. 1.00 40.3 .. :.· ·:22378.-.1.00 161.3 >..: AXIAL -STRESS -CBRMP 21541. .7180 = o-7 0/0 • BENDING STRESS 15588.3 5180.7 15588.3 570.0 7639.7 1451.7 570.0 15588.3 5180.7 15588.3 BENDING RATIO .5196 .2589 .5196 .0242 .2547 .0640 .0242 .5196 .2589 .5196 I FLRS 506.lDEV 6 1-54. 5REQ . 0 -328.3REQ TL COMBINED RATIO .8471 .7689 .8315 .5607 .9727 1.0021 .5607 .8315 .7689 .8471 LENGTH 41-0 5/8 30-6 1/8 22 L 2 X 2 X.137 BOTTOM CHORD EXTENSION L/360 LIVE LOAD DEV= TbTAL LOAD FOR DEFL = 314.4 PLF, L/240 306.0 PLF. LIVE LOAD DEV= 471.6 PLF **TCX DESIGN** SEC L 22 TC 40L BR BENDING MOMENT 4800. **ENO. PANEL DESI-GN** ---------------------· -AXIAL LOAD K LEFT 10398.7 1.00 RIGHT 10398.7 1.00 ·----------------~ REQ S .160 KL/R 68.9 68.9 DEV S .250 FLR WEB 1 2D 1 2D REQ I .092 TO END 3-9 3-9 DEV I .413 BASEL 0/0 0/0 DEFLC IN. .154 NGM NGM LENGTH 1-6 1/2 o-6 0/0 BEARING DEPTH 5.00 B. DEPTH 5 0/0 5 0/0 **WEB DESIGN** STEEL FY.= ··50·000-~ PSI. MIN VERT SHEAR ·-= 1498.5 LBS. --------------·_ .END REACTION= 5994.1 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-1/4Xl-1/4X.111 2 1.00 172.2 + 11738.+ 15911. 7.1X .111 10.7+ .OB 2D 18 Ll-l/2Xl-lj'2X.145 1 1.00 117.9 -1206.-4447. 2. ox-.137 3 ;·3+ .o 3 22 L 2 X 2 X.137 1 1.20 105.3 -5059.-6974. 2.5X .137 4.1+ .o 4 8 Ll-1/4X1-1/4X.111 1 1.00 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .o V2 8 Ll-1/4X1-1/4X.111 1 1.00 125.4 -930.-2519. 2.ox .111 3.1+ .o 5 22 L 2 X 2 X.137 1 1. 00. 112 .1 -4112.-6279. -2.0X .137 4.8+ .o 6 8 Ll-1/4X1-1/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o V3 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -930.-2519. 2.ox .111 3.1+ .o 7 14 Ll-1Z2X1-1Z2X.115 1 1.00 149.9 -2157.-2205. 2.ox .115 4.0+ .o 8 8 L1-1Z4X1-1Z4X.111 1 1.00 180.5 + 2157.+ 7955. 2.4X .111 3.6+ .o V4 8 Ll-1/4Xl-1Z4X.111 1 1.00 125.4 -930.-2519. 2.ox .111 3.1+ .o 8R 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180.5 + 2157.+ 7955. 2.4X .111 3.6+ .o 7R 14 Ll-1Z2X1-1Z2X.115 1 1.00 149.9 -2157.-2205. 2.ox .115 4.0+ .o vs 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -930.-2519. 2.0X .111 3.1+ .o 6R 8 Ll-1/4X1-1/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o SR 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6279. 2.0X .137 4.8+ .o V6 8 L1-1/4X1-1/4X.111 1 1.00 125.4 -930.-2519. 2.0X .111 3.1+ .o 4R 8 Ll-1/4X1-1/4X.111 1 1.00 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .o 3R 22 L 2 X 2 X.137 1 1.20 105.3 -5059.-6974. 2.5X .137 4.1+ .o . . ' . -' .. PURITAN-:-BENNETT 94h9..:. 432 LIST 38 .. -· : . T51 . . **WEB DESIGN.** STEE_L FY = -------------,~- WEB NO DESCRIPTION 2DR 1'8 Ll-1/.2'Xl-l/.2X.145 2R 8 Ll-1/4Xl-1/4X.111 .. . : .... . . .. May :ta.,: ,1990 . 50000. ~ 1~0-0 2 1.00 PSI~ ·· MIN VERT . SHEAR ;::: . --END RE.ACTION = . REQ -DEV KL/RAX LOAD AX LOAD if~:~; 1½JRI:; 1~iiI: ---~------------~--~-~-~-. · . -* ~ f3~IOG Ii,'-TG .-REQt]JR_E~~l'JT$ * * ·... : · · '.,. , ~ .. .. 1.-------.:.~ .. ..;~·~·~------~--~~~·~ .. -~ . ~-·· . .. .::-· .... ,,, TC RYY' = 1 •. 222·, BC RXY = i. 2·'22, WLEN/ {TC RYY·) = 384 .• 613 WORKING LENGTH = 3 9 • 17 7 FT . . . . 1498.5 LBS • 5994.1 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 2.ox ~137 3.3+ .o 7.lX .111 10~7+ .OB BRIDGING SPACING STANDARD AT 13 .-059 F'l' FOR 2 ROW(S) OF H-BRIDGING. i. .: ~---------------_, ________ _ .:NOTE: END PANEL SHORTENED DUE TO · SLOPE OF WER W3 /W3:R . . ' -. . ' . , ·, .. . . . . . ~ ~·, '• '. :-• . . /· ,_..._ ... ----~ · ... ·.:", .... ·. _;,_, ·~ ·:. ; ... =::':"M, • ::· 0 ... 'l" ,,2-_·: •• _·_: •. ~ . .. - .. •'·. .. . . - : i ·:-··., • • -... ,. .... -· ~ ! .. , • .. •• .• --·' ,,... ~ ---· . ; . ' -.~ -~·-·· . ··'· ·.:, . . ~· .. ' - -...... ~ _ .. -.. ~ · · .... ·: .... _.;_I-' :J_ · ·.:i/ ·-~.-·::~'.:.<:~;L·.~~.:~-~~~.-~~-~,f-~-~~ ... 3~:~~ f,: ~-\_'; ::. ,· ·---~·-. ·----' ~ . .. - ~ ·--:.. -~--~---::.· '· '"·~: -... . .:; .: : ... , : \ -.. ·.·· .. -,., -; .-. -'_ .... ' . -. ~ ~ ~~ • • • ' • • ' ,. -l . ; ;-: ~ . -- • • PURITAN-BENNETT May 18, 1990 94-9-432 LIST 38 T52 32LH 306 40' 2-1/411 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT**--------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 40-2 1/4 13.3 1.31 TL .41 LL ... ··**LOAD CRITERIA**·· TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 **TCX/CANT LOAD CRITERIA** L. TCX .. LOADS:···: UNIFORM = -3 3 7. PLF .. **BASIC DIMENSIONS** --------------------LEFT RIGHT WK LENGTH END PANEL END PANEL . .. 39. 8542 5-5 0/0 5-5 0/0 LEFT· TC RIGHT TC END PANEL END PANEL 4-1 0/0 4-1 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 32 0/0 32 0/0 32 0/0 (ACTUAL) 30 718 30 718 30 718 (EFF) -------· "--------**TRUSS ANALYSIS** ------------------ · LEFT VAR DIM 1-4 1/8 RIGHT VAR DIM INTERIOR PANELS 1-4 1/8 5 AT 5-4 0/0 TCX LEFT 1-2 1/2 TCX RIGHT 0-0 0/0 EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD · ---·-PP·-· --LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD . " 1 599.3 -30.894 2 ,, . -• 490 + 12488.0 11212.4 .o 2 ·1008. 8 · 30.894 2D -1.931 1136.1 10690.0 . 0 3 817.6 30.894 3 1.916 5064.3 .o 13033.2 4 816.0 30.894 4 -.965 + 5286.7 16836.6 .o 5 816.0 30.894 i V2 .ooo 816.0 16836.6 -.o 6 816.0 30.894 5 .965 4111.9 .o 19794.8 7 816.0 30.894 6 -.965 + 2937.1 21907.8 .o 8 816.0 30.894 V3 .ooo 816. 0 . 21907.8 .o 9 816.0 30.894 7 .965 1762.2 .o 23175.6 10 .. 8.16.0 30.894 8 -.965 + 587. 4 -23598.2 .o 11 816.0 30.894 V4 -• 000 816.0 23598.2 .o 12 816.0 30.894 SR .965 + 587.4 .o 23175.6 13 817.6 30.894 7R -.965 1762.2 21907.8 .o 14 1008.8 30.894 V5 .ooo 816.0 21907.8 .o 15 599.3 30.894 6R .965 + 2937.1 .o 19794.8 16 .o .ooo 5R -.965 4111. 9 16836.6 .o 17 .o .000 V6 .ooo· -816.0 16836.6 .o 18 .o .000 4R .965 + 5286.7 .o 13033.2 19 .o .ooo 3R -1.916 5064.3 10690.0 . 0 20 .o .000 2DR 1.931 1136.1 11212.4 .o 21 .o .ooo 2R .490 + 12488.0 .o • 0 ..... ,... -·-... ' ' .•... _ -. , .: -,-· ,·:· . PURITAN;..;BENNETT ... 9-4-9""'. 4~l~ . LIST. 3lL 'T52 . . ----------------. . . . ·. :· .. May· 18 , .. J,99.0 . **CHO~D DESIGN** STEEL FY = 5.0.000 ~ l>SI • ~~---~-~-------~ ' . ; . AXIAL AXIAL MOMENT ·BENDING BENDING ·COMBINED STRESS_ RATIO .UNI 'LOAD STRESS RATIO RATIO 'L. END ~ANEL PP .9833.8 ·.327~· -5241.:3 17122.3 .5707 .8-985 LEND PAN-EL MP 9833~8 .·5243 4-664.4. 5849.4 .3033 .8275 L VAR PANEL. PP 9:375. 6 .• 3125· . ~·52·41. 3 17122. 3 • 5707 • 8833 ''L· VAR PANEL MP -9375 •.. 6 .• 5265· · · . 273. 2 · · ...... · · 342. 6 • 0140 • 54.0'5 .. ;·· ·,'INT 'PANEL pp:. 20696 .• 7 ., ·.'6899: -· -2176,.-0 ·.·: 7108.5 •. 2370.·. · ...• 9268 ·_R· ·VIANRT PP.AAN.NEELL: .. MMPP. 2,069,6. 7 • 87il · to88. b 1.364. 4 • 05·1-6.··· • 9,287 9375.6 .5265 '273.2 342.6 .0140 .5405 'R VAR PANEL PP 937·5~.6 •. 3125 -·5.241.3 17122.3 .570:7 .8833 R END· PANEL MP 9833 ~ 8. • 5.243. .4664 .•. 4· 5849. 4 • 30.33 • 8'275 ;R ·,END PANEL PP 9833~.8 .3278 ..;.·5241.3 17122.3 .5707' .8985 ., SEC DESCRIPTION . . . AXIAL· LOAD · K · · KL/R . I FLRS. : LENGTH ·T.c.·2.a:-·L .2 .. X :2.·X.148.,-:-···2359s·. 1.00 4.0.4 ... '. 524.8DEV. 2 .41-4 3/.4 .; __ ··BC· 22~-· L ··.·2.' :-. .X.·.2 .. X.137 · :,.·:·2.3176 •.. 1.00 ·161.3_~.--162.7REQ. O. · ··30-6.1"/4 345. 7REQ .TL · , .. · ::SEC'. rms'cRil?TION . . .... · , .-AXIAL STllESS . CBRMP -, :BC .22. L 2. X 2 ·x.137 . ·22295.. .7432 . . BOTTOM CHORD· EXTENSION= Q-,. 7 0/0 ..... : L/360 .. LIVE LOAD· :oEV : 30Q. 7 PLF_,.· L/240 LIVE LOAD DEV = ... TbTAL LOAD FOR .DEFL . . ... 3 0 6. 0 PLF. . . . . 464.5 PLF : --~ ~-.. ,_,_. ___ --... · ._.._,,. ,-··:,••;_ **TCX'DtS:tGN~* ' -· ' -·: ... , ,·· -·· . SEC BENDING MOMENT. L 23 TC 4·0L BR _.. •, .. ?.'9·49. · --------------------· -. -' ' .··**.END PANEL DESIGN~-*. -----~--------,..;,.~------- ··AXIAL LOAD LEFT. 11212·. 4 RIGHT · i12:12. 4 . . . ,. -------------- K· 1.00 1.00 REQ s .098 DEV S .279 REQ-I DEV I • 04,4 • 442 DEFLC IN. .121 'KL/R · 'FLR WEB TO, END BASEL.. NGM NGM 7-5 • 5 1 2 D . 4-1 ·o /. 0- 75. 5 1 an 4-1 oro BEARING . LENGTH DEPTH 1-2 1/.2 5.00 0-:-6 0/0 B'. ·oE·PTH 5 0/0 5 0"/0 ' . . ·.-·**WEB DESIGN** S'rE.EL 'FY = 5:0000. 'PSI-.--·:aMIN VERT ·sHEAR = 1524.4 "LBS.· · . -.. END REACTION = 6097. 7 .LBS. --~-~--~--~~--- , -•• i • ~ ~ -,REQ DE;V REQ FILLET AV-BL , WEB NO DESCRIPTION Q K KL/RAX LOAD AX LOAD WELD SI.ZE WELD SLOT .2 .· 8-LJ,-J,/4X1-1/.4X.1!-11_, ·2 _1.0-0· 181 .• 5 + 1_2·488',.+ 15911 •. 7.6X -:-111>10.9+ .OB· 20 1.8 .LI-1"/2X1-1"/2X.14·5 1 ·1.~00 117~9 -1-269.-4448. 2.ox ·.137 3 .• 3+ .o. 3 2.2 L 2 X 2 X.137 · 1 1.2.0 105.4 -:-.. 50.64.-6966. 2.5X .137 4.1+ .0 4 . :8 Ll:..,1./4X1-1/4X.111·· .. -1 :1~00.·:180.5 .+ ·5287.+ 7955 •. 3.2X .111 3.6+ .O V2 · .. _8 Ll--1/4.X1-1/4X.111 1 l.Q01• 1-25.-4 .--934.-2520. 2.0X .11.1 3.1+ .O 5 22 L 2 ... X 2 X. •. 137 . -1 1.00 112.1 ---4_112.-6280. 2.QX .137 4.8+ .O 6 8 ·L1-1/4X1-1/.4X.111 .1 1.00 180~5. +. 2937.+ _79:55. 2.4X .111 3.6+ .O V3 8 L1:-·1/4X1-1,l.4X.111 . 1 '1.·00 125.4 -9~4.-2.52!). 2.ox .111. 3·.1+ .o 7 14. L1-1/.2X1-1/.2X.115 . 1 1.0.0: 149.9 ..,. 219'5.-2206. 2.0X .115 ·4.0+ .O _8 8_ L;I.-1Z4Xl-1/.4X.J,J,1 _. 1 1 •. 0_0 -180.5 + 2195.+ 7955. 2.4X .111 3 .• 6+ .o V4 8 L1-1/.4X1-1/.4X.111 1 1.00 125.4 -934.-2520-. 2.ox .111 .3.1+ .o 8R '8. LJ,-1/4Xl-J,/4X.111 1 1.00 180.5.+ 2·_19'5.+ 7955. 2.4X .11·1 3.6+ .o 7R 14 L1-11.2x1-1z2x.115 · 1 1·. oo, 149. 9 -2'195. -22·06. 2. ox .115 4. o+ • o V5 8 L1,...1z4x1-1z4x.111 ~ 1 1.00 125.4 --· 934 .• -252.0. 2.ox .111 3.1+ .o 6R 8 L;l:-l/4X1-1"/4X.:I;l.1, 1 1 •. 00 .J,8'0.5 +. 29'37~+ 7955 .• 2.4X .1];1 3.fi+ .0 5R 22 L .2 X 2 X_.137. 1 .1.0:0 112.1 4112.-. 6280. 2.0X .l~T 4 •. 8+ .O V-6 8 .L1-1/4Xl-1/4x~111 1 1.00 12·5.4 -·9.34.-· 2:s20. 2.ox .1.11 3.1+ .o 4R 8· L1,-1"/4Xl-1"/4X.111 1 1.00 180~5 + '52·87.+ 7955. 3.2X .lJ,1 3·.:6+ .O 3R 22 L 2 X 2 X.J,37 1 1.20 1-05.4,... :5064'.-69·66. 2.5X .137 4.1+ .O . . ;, ; :-~' . ., ''• -,:, -.,: ' . ;• . •,...:._, ,, ' -, . __ . ' ' ,. ·~ • ' 1-1 r'-;'" ... _. ,1_·· -~··"' .-:n.-•M ..... :."" •t' ~· 0 ;, ' .... • '. .:;. -4 • • • ::1~··~-·r.-',.' .... ::.,.~:·-::.:~-~-.J::...:,,:"_!"..,.,,.· .. :~. _-. . ... ~ ., - ; .~ ,~ • ~::· r .~ 4 .. -_. ----~,··., ~ --I .. ,_ •••• . .• - ... , ....... i_ ,, • • PURITAN-BENNETT 94-9-432 LIST· 38 T52 **WEB DESIGN** STEEL FY= WEB NO DESCRIPTION 2DR 18 Ll-1/.2Xl-1/.2X.145 2R 8 Ll-ll4Xl-ll4X.111 **BRIDGING REQUIREMENTS** ·May 18, 1990 50000. PSI. MIN VERT SHEAR= 1524.4 LBS. END REACTION= 6097.7 LBS. REQ DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 1 1.00 117.9 -1269.-4448. 2.0X .137 3.3+ .0 2 1.00 181.5 + 12488.+ 15911. 7.6X .111 10.9+ .OB -------------------------TC RYY = 1.225, BC RYY = 1.222, WLEN/(TC RYY) = 390.414 WORKING LENGTH= 39.854 FT BRIDGING SPACING STANDARD AT 13.285 FT FOR 2 ROW(S) OF H-BRIDGING. -------------------------NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R ·"-' -...__ ·.~ . , ••• .-.· PURJITAN.-BENNETT . . May 1·8,, 199·0 · ·: 94-9--432 · LIST 38 T53 . 32LH :306 jg-,. 1:(-i/211·· ;;-LONG-S·PAN-JOIST .. DESIGN'-REQUIREMENirs;;,-----SJI-SPECS _____ VULCRAFT-ENG-DEPT;; -----~-------~---------~~~~-~------~----~~~-~------~---------------~----------BRIDGING LEFT END RGHT END· ACTUAL DEFL DEPTH BS LENGTH -SPACI-NG. STANDARD STANDARD INCHES .. . 32.00· 39-11 1/2 · ·13.2 . . . . , . 1.28 TL · .4'0 L_L -~-----~-----------,--,' : .. :·. **LOAD . CRITERI~*-*.: . . .. . ' . , ' -' ' . . ~' ' •' .. ~ . ... TOTAL-LbAb ... :---;_06.:· PLF, LIVE LOAD = LIVE LOAD DEFLECTION S·PE.CIFIED-AS L/360 TOTL LOAD DEFLECTION SP-ECIF.IED AS L/24i'.O -·----------.----------~ . **BASIC DIMENSIONS*:*· .. . g.(5 •. PLF. ~---------~-~---~---· · . . _LEFT. . . RIGHT,·: . LEFT. · :--'· .RIGHT i-.. -. WK ,LENGTH· ... END .-PANEL· END· .PANE±L·· .:VAR: ,.DIM ..... VAR. DIM ... INTERIOR PANELS, ... . . -. 39-~ 62:5'0· · ·:· 5-4 .,0/0 . 5-4 0/0 -~--1.., 2 3/-4 .. 1 .... 3 3/4 5 AT. 5-4 0/0 . ' ··LEFT TC '.. RIGHT TC .. END PAN·EL END .PANEL 4-0 0/0 ·4-0 0/0 . . . DEPTif .. · .. DEP'I1H. DEP.TH . . . .. . .. · LEFT · · · CENTER RI(:;HT .. 3'2 Oto· ·32 0/.'0 32 0/.0. (ACTUAL) 30 7Y8 3:0 7"/8 30 7/8 (EJ;i'F) · ~-----.---~-~-------**TRUSS ANALYSIS** ---' ---------------~---, EFF · : · WEB. ·: .. WEB . :··AXIA'L LD. . AXIAL LD · PP . LOAD-:-LBS:. . DEPTH-·MEM · ·. SLOPE· ·· · · IN:-WEB' : · TOP -CHORD 1 . . 586 .5 .. ',,:3;0. 894 2 ,' · --. 4.9.8' + 12278 .,5 10.989. 7 2 ,991.3 3·0~894 ' .. ,·-20 ,·.;;,.1~931. -' '1.116 .• 4"· .. 10476.3 ~ si2.8. 30r894 3 i.962 5034~~ .o 4 816.Q 30.8.94 . 4 · -.• 965 + 5286.7 16566.0 1 ·-.5:.·, 816.·0-· ···30.8·94"~·:V2·:"'··;.0:00"· -·-· 81·6.:Q·-"--.16566.0 , '6 ..... 816.0' 30~8·94· ··1 .5 · .965 -... 4111.5F . . .o · ':, ~-.. ' ~.. '~l~': g :.~·:· ~g: ~§4' _: .. ~3 ... ~ ·: 6·8'8:-· --·!. '., 2 §'i1: i · . .-~!~~~: ~ 9 816,0 ,, .30.894 ,. ·1 .96:5. -11·02.2 . . .o i 1.0 ,· 816 .• 0 .30.8.94 . ·.8 -.965 +· '·5·87.4 233.27.6 ·11 . 81.6 •. 0 '3·0. 894 V4. .00:0 816 ~ 0 23327. 6 12 816·.0 3·ff.sff9'4· .. SR .·96'5 + ·587 .•. 4 . • o 13. 81'2 i 8 30: 8'94. ·_-.7R ..,.. 96:5 .. -.,. 1762. 2--.. 2·1637. 2 ,( 14,: -.99,1.3 30.894 . ,y5. .ooo 8'16.0 2'1637.2 1 15. ~86.5. 30.8'94 ...... 6R .9-65 .+ 2'937.1 .• o· 1 -16 .o .000 5R ""'•9(55 ,.,. · ·4111~9--1,6566.0, 1 7 •. O .• O O 0· . V 6 • O O O -816 • 0 .. 16 5 6 6 • 0 1·8 .0, .000. 4R .• 965 . + . 5286.7 .O 19· .O •. OOQ .3'R --1.-962 5034.0. 10476.3 20 .:o .. 000 2DR 1.93·_1 1116.4· 1,0989.7 21 .• O· .000 2-R · .49:8 + 12278.5. · .O . ~. . :; ,. • ,I 1--· ' -•. . __ ,·' -·.:.· -., ~ '.-:. ,_ .. \· ' -.-.. -... ,.. . ' . ,, .... -. ' -- ' , •• ,. '-:~ '· .J. • .--.--•• _::.--~-~·:·. -,,,.~--:-,:: .. :: •• :·i,;{~-\~·.·:·:·>~.~-:, ''f,·:;.~--.:·:·~~~;:;(~:·,;~-~----~-~ .. :/.::·-.::_~;~,~~-~-----; -~·:_'._1:-·~··: •• ', AXIAL Lb BOT CHORD ' .o • 0 ... 12762.6 .• 0 .·o . 1952·4 .2 .o .o 22905 .• 0 .o- • Q. 2·29·05" 0 • O· .o 19524.-2 .o .o 127.62 •. 6 .o .o • o· . ' -~ .. . .. "•" ' ~ : . •.• .•, . . ;, '-:, ... :. -. ~· ·.·· .. · ---.. ,--' ........ ~ .. _,.,-... ,~_~·-, .. _, ,••' • \ ......... :,.,. ..... \ .... " .;!..,-:--,·. ,;-,;, ·t·. ,_,,,, . ..,. __ ... ,.. ...... --.: ::~ . -:~-.:-.. ·.· ,,>°':··'"-:·. '----~. , .... ·.·.'.·. ,. { .,,.., -.. ,,, •• PURITAN-BENNETT 94-9-432 LIST 38 T53 May 18, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI- LEND PANEL PP LEND PANEL MP- L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 9638.4 9638.4 9188.2 9188.2 20459.4 20459.4 9188.2 9188.2 9638.4 9638.4 SEC DESCRIPTION TC 23 L 2 X 2 BC 22 L 2 · X · 2 X.148. X.137 AXIAL RATIO .3213 .5068 .3063 · .• 5113 .6820 .8611 .5113 .3063 .5068 .3213 AXIAL LOAD 23328. 22905. MOMENT UNI LOAD -5019.6 4468.4 -5019.6 267.3 -2176.0 1088.0 267.3 -5019.6 4468.4 -5019.6 K KL/R 1.00 40.4 1.00 161.3 SEC DESCRIPTION -AXIAL STRESS CBRMP .7346 BC 22 L 2 X 2 X.137 22039. • BENDING BENDING STRESS RATIO 16398.1 .5466 5603.7 .2824 16398.1 .5466 335.2 .0136 7108.5 .2370" 1364.4 .0575 335.2 .0136 16398.1 .5466 5603.7 .2824 16398.1 .5466 I ·FLRS 524.8DEV 2 159.9REQ 0 339.7REQ TL COMBINED RATIO .8679 .7892 .8529 .5250 .9189 .9186 .5250 .8529 .7892 .8679 LENGTH 39-11 1/.2 30-5-1"/2 BOTTOM CHORD EXTENSION= 0-7 0,0 ~6JK£ tlX~ ~g~DD~jl: ~5~:5 ~tF~ L/240 LIVE LOAD DEV= 472.7 PLF **END PANEL DESIGN** AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 10989.7 1.00 73.8 1 2D 4-0 Of.O 7 1/.2 RIGHT 10989.7 1.00 73.8 1 2D 4-0 0"/0 5 0"/0 --------------**WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 1515.7 LBS. --------------END REACTION= 6062.6 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-1/.4Xl-1/.4X.111 2 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB 2D 18 Ll-1"/2Xl-1"/2X.145 1 1.00 117.9 -1248.-4448. 2.0X .137 3.3+ .o 3 22 L 2 X 2 X.137 1 1. 20· 104. 9 -5034.-7018. 2.5X .137 4.1+ ~o 4 8.Ll-1/.4Xl-1/.4X.111. 1 1.00 180.5·+ 5287.+ 7955. -3.2X .111 3.6+ .o V2 8 Ll-l14Xl-1"/4X.111 1 1.00 125.4 -933.-2520. 2.ox .111 3.1+ .o 5 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.ox .137 4.8+ .o 6 8 Ll-1/.4Xl-l/.4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o ,V3 8 Ll-1/4Xl-l/4X.111 1 1.00 125.4 -,.-) 933.-2520. 2.ox .111 3.1+ .o 7 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2182.-2206. 2.0~ .115 4.0+ .o 8 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180~5 + 2182.+ 7955. 2.4X .111 3.6+ .o V4 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 8R 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o 7R 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2182.-2206. 2.ox .115 4.0+ .o vs 8 Ll-1/4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 6R 8 Ll-1"/4Xl-114X.~ll 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o SR 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.0X .137 4.8+ .o V6 8 Ll-1/.4Xl-lf.4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 4R 8 Ll-l14Xl-114X.111 1 1.00 180.5 + 5287.+ 7955. 3.2X .111 3.6+ .o 3R 22 L 2 X 2 X.137 1 1.20 104.9 -5034.-7018. 2.5X .137 4.1+ .o 2DR 18 Ll-1/.2Xl-1/.2X.145 1 1.00 117.9 -1248.-4448. 2.0X .137 3.3+ .o 2R 8 Ll-1"/4Xl-114X.111 2 1.00 179.1 + 12278.+ 15911. 7. 4X .111 10.9+ .OB ··:·· .. ' ' .. PURITAN-BENNETT 94.:.,.9-.. 432 LIST 38 T53· . ---·~----------~--~-~--~~ **BRIDGING. R;EQUIREMEN.i'S** -·-~-----~--~---~~·------ . . ••••• ·. ···May 18, · ·.1990 TC RYY' ·= .. 1. 2 2 5 ·, ac RYY .;, 1. 2 212 ' WLEN / ('!10 RYY) = 3 8 8 • 16 9 ~~¥~~~ijGL~ii6¥NG sJl~_giioriT 13.208 FT FOR -~ :ROW(S)' OF H-BRIDGING. --~~-----~------~--------NOT;E: END PANEL .SHORTENED DUE-TO _SLO~E :·OF'. WE~ W3/W:fll ... : ... -. ,· ',.• . .. ·,. . :. ' . __ .,. ~ ' '. : ' -..... : -~: . ., .. , ,,_ .--~-•• • t. ~ ,.~. ~ ••• ' • ,,. ; ,.,,,. , .. I •: '., '.,. ., ,, . ' ..;-:, ·~ -- .-:· '::· -.. •• • • .-• ~ ~ ~ ••••• .! •'. ' . ,.,.,,..-.-.: ........ • ·-.,;~I'.. ,~• .., . ,, -.. •• -_._~:\~:-.·, 1 .... -•• • -·, •• ¥·.l~.;--.·~-~:~ · '. . '·-... ---: -.. '' ' . . ' .. ' ....... :,.-_,...,. ···-· ___ ... _.,~_:: ...... · .... ::~. .. ~ .. : -. . . ... '•. -. "•.,. '.' ~ ... . -.. :.-.. -... -. ..-·...-.... --~ ."":.':. • • =· PURITAN-BENNETT 94-9-432 LIST 38 May 18, 1990 T54 32LH 306 39 1 7-3/8" ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 39-7 3/8 13.1 1.28 TL .40 LL **LOAD CRITERIA** ·, . ' ---------------.-TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 .. **BASIC DIMENSIONS** LEFT . .RIGHT LEFT RIGHT WK LENGTH END PANEL:END PANEL-.. VAR DIM 39.2813 5-2 0/0 5-2 0/0 1-3 5/8 VAR DIM INTERIOR PANELS 1-3 5/8· 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-10 0/0 3-10 0/0 ···DEPTH DEPTH· DEPTH LEFT CENTER RIGHT 32 0/0 30 7/8 32 0/0 30 7/8 32 0/0 30 7/8 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD .pp. LOAD-LBS DEPTH MEM SLOPE · IN WEB TOP CHORD BOT CHORD 1 561.0 -30. 898 2 -.515 + 11901.8 10581.2 .o 2 . 965.0 30.898 2D · -1~931· 1086.7 10081.5 .o 3 812.0 30.898 3 1.970 5028.8 .o 12358.0 4 816.0 30.898 4 -.966 + 5286.4 16161. 0 .o ~ ~-·-5· -816. O· 30.898 V2 .000 816.0 16161.0 .o .... 6" 816.0 30.898 5 .966 ,.. . 4111. 6 · .o· 19118.8 ---7· 816.0 30.898 6 -.966 + 2936.9 21231.5 .o 8 816.0 30.898 V3 .ooo 816.0 21231.5 .o 9 816.0 30.898 7 .966 1762.1 .o 22499.l 10 816.0 30.898 8 -,. 966 + 587.4 22921.7 .o 11 816.0 30.898 V4. .ooo 816.0 22921. 7 .o 12 816.0 30.898 8R .966 + 587.4 .o 22499.1 13 812.0 30.898 7R -.966 1762.1 · 21231.5 .o 14 965.0 30.898 V5 .ooo 816.0 21231.5 .o 15 561.0 30.898 6R. .966 + 2936.9 .o 19118.8 16 .o .000 5R -.966 4111.6 16161.0 .o 17 .o .000 V6 .ooo 816.0 16161.0 .o 18 .o .000 4R .966 + 5286.4 .o 12358.0 19 . 0 .000 3R -1.970 5028.8 10081.5 .o 20 .o .000 2DR 1.931 1086.7 10581.2 .o 21 .o .000 2R .515 + 11901.8 .o .o .,,. PURITAN-BENNETT . 94-9-43,2 . ·LIST· .. :;3:8· T54 -----~--------~- . .', ·.· ..... ,· ' ..... •.. :, May :18 ,. 1990· •• 4 •• • • •, ,. . ' **CHORD DESIGN** STEEL FY = 50.000.. PSI --~------------- •• AXIAL AXIAL :MOMENT BENDING BENDING COMBINED RATIO .• 8734 • 803·8 .8577 .... 56/07 STRESS RATIO UNI LOAD STRESS RATIO L END PANEL PP . 9996 .7 • 3332 -4·615. 9 16205. 9 L END PANEL MP ·9996. 7 • 52'53 4078. 8 5442. 3 L. VAR PANEL PP 9524. 6 • 317·5 -4615. 9 16205. 9 -L·VAR··PA'NEL MP.'· . 9'524.6 -·:-<:.·;.5'4,15.. · 3.3,9'.;6·-.· :· . 453.2 :_· · · :INT. PANEL ·pp ··:: -'2i'6551"6 .. , ..... ··'. ·• 7219 . · .· .. ,:,217'6. b-.. ,._ .. 7639. 7 INT PANEL MP 2165~. 6.. . • 9431 1088 .• 0 1451. 7 R VAR PANEL MP 9524 .6 • 5415 33·9. 6 453. 2 R VAR PANEL PP 9524. 6 • 3175' ~4615. 9 16205. 9 . R END PANEL MP 9996. 7 • 5253 4078. 8 5442. 3 R)~!ND PA,NEL PP 999<:i.7 .333'2 · -4615.9 16205.9 SEC. 'DESCRIPTION AXIAL ·tQ;AD ·. K . KL/R. . I :·TC 2.2 · L ... 2 X· 2· ·X.137i ···' 22:922. 1.00 ... 40.3·· · 5,06.lDEV · .. B.C .. 2.2: L, .. · 2:. ·X.· .2· ,:,·X .• 137 .: .. ,, .. :::_·-~249:9. -1.·0.0 16'1-.3·.· · 155.8REQ ..... SEC BC 22 DESCRIPTI0N"·· ···:· .· ·:> .AXIAL' STRESS · CBRMP L '2 X. 2 X.137. . .21656. ·. .T21·9. BOTTOM CHORD EXTENSION ·= O:-7 0/0 · -331. OREQ • 54:02 .2784 • 540,2 • 019.2-· • 2547:. · · .0641 .0192 .5402 .2784 .5402 . .976'5 1.0072 • 5'607 • 8'577 .8038 .8734 FLRS · LENGTH 6 . 39-7 3/8 · · 0 . -3.o-s .3 / 8 TL L/360 LIVE LOAD DEV= . _3li.9 PI.F, L/240 LIVE LOAD DEV= 467.9 PLF TbTAL LOAD FOR DEFL .= . 3 06. 0 PLF.. . _,· . _________ , -----.. --~ ~ . **END .PANEL DESIGN** ---' --~--ixiit-Loio~---i LEFT 10581.2 1.·00 RIGHT 10581~2 1.00 ----------~---- . '._ . .::. K·L/R 70.5 70.5 FLR WEB 1 2D 1 2D TO.END .BASEL NGM NGM 3-10 0/.0 3-10 0'/0 B •. DEPTH 5 0/0 5 0/0 **WEB "DESIGN** .. ST~~L FY :::; 500,00. :i?sr; '. MJ;,N VERT SHEAR = 1502. 5 LBS. · --------------, · ·· ., .. · · , · END REACTION =· 6010 .·o -LBS. : . . . REQ· . · DEV.. .REQ FILLET. AV.BL . ', ·, WEB ·NO DESCRIPTION·:· Q K . KL/R AX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll~l/4Xl.:..1/4X.111 2 1.00 17,l.5 + J,.190·2.+ 15911. 7.2X .111 10.8+ .OB 2-D 18 Ll-J,/2Xl":"1'/2X.145 . 1 1.·00. 117.9' -·12,16.-4447. 2.ox .137 3.3+ .o ."":::.3·--.22 L·,2 -·x -2.· x •. 13:z~:·.1·1.2.o·::1:04.8··-,,,·-.5029;-.7026. ·2.sx .137·--4.1+ ·.o 4 . 8 .Ll-1/4-Xl-1/4X.111-. 1·~1.-00"1'80.5. + "·5286~+ .. 7'955.· 3.2X .111·.--3_..6+· .• O V2 . 8 Ll-lr4Xl-1/4X.111. .. ·.·1 .1.00 125.4 ·-· 93.1.-2519. 2.0X .111. · 3.1+ .O 5. 22 L 2 X 2 · X.137'. 1 ·1~00 112 .• 1 ·-··-4112.-. 6279. 2.0X .137 4.8+ .O 6 8 Ll-1/4Xl-1/4:X:.111 .1 1 .• 00 180.5-+ 29,37.+. 7955. 2.4X .111 .3.6+ .O V3 8 L1-1z4x1-1z4x.111 . ·1-1.00 .12_5 •. 4··..,. 93.1.-2519. 2.ox .111 :3.1+ .o 7 ·14 Ll'--1/2'Xl:...1Z2X.115 · ·1 ·1~-00 149.9 -2.1~63.-22·05. 2.0X .115 ··4 . .-0+ · .O 8 8 !il-.1/4Xl-JJ 4X.111 · .. ,-1 · 1 •. 00·. 18,0-•. 5. + 2'163. + 7955. 2. 4X .111. 3. 6+ • 0 .. V4 8 Ll-lZ 4Xl-1Z 4X. ll.1· · 1 1~ o:o 125 •. 4 · -. 931. -··. · 2519. 2. ox .11'1 .. 3 .1+ .• 0 8R 8 Ll-1Z4Xl-1Z4X.111. -1. 1.00· 180.5 +. 21·6.3.+-7955. 2.4:X: .111 . 3.6+ .o · ... , 7R 14 .. .Ll-..1z2x1 .... 1z_2X..115·::· 1. 1.00 14.9.9 -.... 2163.-. 2205. 2.0X .• llp, ... 4.0+ .O ~vs. 8 L1.-1z4x.1-1z4x.;1::11 __ . 1..1.00 12-s .• _4 --931.-_2519. 2.ox .111 3.1+ .o 6R _ 8 L1-1/4X:;L-1/4X.111 1·1.0.0 18:0 • .5 + 2.93·7.+ 7955. 2.4X .11,1. 3.6+ .o .SR 22 L 2 x 2 x •. 137 1 1.00 112~1 --4112.-6279. 2.ox .137 4.8+ .o V6 ,8 . .Ll-1/4Xl-1/4X.111 .. 1. 1.00. 125.4 -931.-'2519. 2.0X .111 3.1+ .O 4R ·8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 52:86.+ 7955. 3.2X .11,1. 3 •. 6+ .O 3R 22 L 2 X 2 X.137 1 1.,20 104 .• 8 -5029.-7026. 2.5X .137 4.1+ .O . 2DR 18 Ll-1/2Xl-1/2X.145 . 1 1~00 117 .• 9 --121.6.~ · 4447. 2.ox .137· 3~3+ .o · .· 2R 8 Ll-1/'4Xl-1/4X.·111·. 2· 1.00 1,74.5 + i1902.+ 15911. 7.2X .111 10.8+ .OB ' ,,_, ' ! • • .,, : ~-., t .. . ... ---., . .. ,-, . . ,·- ,_, , ......... '. ~---~ . '·. !, .. •• .. : ~--:,: ~; -~-.:; -; ~:,: :{ . --~~--.".:.:·:~--. ~-. ·:-~:' > ~ ):, --7 ::::/ '~: '/ .· -;. . . ?: .. -~ ~ . "":-~ -.~' ;·_' -:~-h. ·~ _.,_ ••• •• • ~. ·:. • •• ,-.... ~ ... ·.·~·.-:....··.::,_.-.:.·,·1. '.!':-·-:~-·-.· .. ,-: .... , ., ..... -.. ·.~::.----:'".' .. -. ,· .... ~-...::-::-..... -~ .-:,--;: "'~· ...... -...... ,• ·· .. • PURITAN-BENNETT 94-9-432 LIST 38 T54 •• ·'-**BRIDGING REQUIREMENTS** ------------------------- •• May 18, 1990 TC RYY = 1.222, BC RYY = 1.222, WLEN/(TC RYY) = 385.636 WORKING LENGTH= 39.281 FT BRIDGING SPACING STANDARD AT 13.094 FT FOR 2 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3 /W3R .. ~-" •• ·-•• •• '>; ••• -• .. . . . , . . ·:.'' . '' .' .. ·.:.~· . , ··PURITAN-BENNETT .·May is-, · 19~W ·. 94,;..9_ 432 ·LIST·, 38 · .:. · , .... 'T55 · 32LH. 306 39,· 11-1/2" ;;-L6NG-SPAN-JOIST-DESIGN-REQUIREME·NTS;;.-----;;i-s·~ics _____ VULCRA;T-ENG-DEPT;; ---------~-.-----~---------,-------~------------"""'!"------~-----------~~--.----------.BR,IDGING LEFT .END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32 •. 00 39-11 1/-2 13. 2 · . . 1. 2·s TL .40 LL ---------------. ~ ; . **LOAD, CRITER~A**' ... · .·· · .·:,· :·.: · · .. , ...... , .:_·. '· :-i "'.. ·. ·: ,,,_, __ ,_._--~,-,'·. ,.-_, .. --• -~ • :· ... r,,·, . . TOTAL LOAD· = 3 O 6 •.. PLF, L_IVE LO.A;D = LIVE LOAD• DEFLECTION SPECIFIED .AS L/360 :~:~-~~~2-~~!~~::~~~ SPECIFIED AS Lr240 . -·**BASIC DIMENSIONS** 96~ PLF. . .. . . -. LEFT , . R.IGHT LEFT. ·. . .RIGHT .. . ·,::;·.:-.. WK LENGTH::.· END·.PANEL END PANEL· .. : VAR DIM·.: . VAR 'DIM .. INTERIOR PANELS ... :. 39.6250 ··_ ... 5.-.4 0/0 5""". 4 0./0 .. 1-.3 :;,/4 : 1-_ 3 3/4 ·· 5· AT 5-4 0/0 · -. LEFT TC RIGHT TC END PANEL END PANEL 4-o o/zy 4-_o 010 . . . . DEPTH·.,. . DEPTH· :DEPTH · · ... · , _., .. ·. LEF.T. · .: .· CENTER : ... RIGHT · ·· .. . . 32 :01.0 ·32 0/.0' 32 0/.0 (ACTUAL)' 30 71/8 30 71/8 30 71/8. (EFF} · ------------------**TRUSS ANALYSIS** ---------. ------ PP· 1 2. . ·· . . EFF . · WEB . W:EB . AXIAL.. LD AXIAL LD -LOAD-LBS· ····DEPTH-· MEM·-·· SLOPE IN WEB :TOP ·CHORD · 586.5\ .· 30.8.94· .:. 2 -.4:9.8 + 1227:8.·5 · 10989.7 3 ·4 ',,;· 5 .. . fr'.. #« 7·_ .8 9 10· 11 ·. 12 . 13 . 14 1 15. 16 . 17. 18 19 20 21 ._. ' 991.3 : -30 •. 894 ... 2D · -1.931 --· 1116 .• 4 10476.3 812 • 8 3-0 • 8 9 4 . 3 1~ 9 6 2 5 0 3 4 • 0 • 0 816~0 3·0.8,94 4 . -.965 + 5286.7 ·. 16566.0 .'· 816 .. o-,·"··30.894---·,v2 . .., · ·.000-·-· -· 81:6 • .-Q··:·,_..,-16566.o · -·816;·0--·-·30.894. · ·5 ....... 965-· ·..:··· ··411·1.9·-·' · · .o 816,. 0 · 3:0 •. 894 · .. 6 . -.'965. ,+ ,2937.1 :·. 21637. 2 816.0 30.894. V3 .ooo 816.·0 21637.2 816.0 30~894 7 .965 1762.2 .o ~1f: 8 ... J8: ~§4 ~'4 · -:.5g5 · + ~i~: 6 · -· 1~~~~: ~-- ' 816,. 0 3 0 • 8 94 8-R • 9 6 5 . + , 5 8 7 ~ 4 · • 0 812.8. ,.,.30 •. 894: · .7R ·. -.9,65, :.-:. 1762.2. : 21637.2 991.3 30 •. 894 _ ... V5 .• 000 . -81-6.0· 21637.2 586 •. 5 . 3.0.89.4 ...... 6R .•. 965 .. +. :.2937.1-.O .• O ....• 000 5R · .. -.96-5 . 4111.9 · . 16566.0 · .• 0 ~ . . • 0 0 0 V6 . . ~ 0 0 0 . -. '8'16 • 0 16 5 6 6 • 0 .0. · .-000 4R. .965 + 5286.7 .O .o .000 .3R. -1.962 .. .5034.0 10476.3 .O .000 2DR 1.931. 1116.4 10989.7 .o .ooo 2~ .49? + 1a218.5 .o -: " -:·--:~_ .. ~ '.. ·~·.' ... -.. '··z r . ·,, ... :· ·:·-; -:::"· t· ; . ..: ... :i~-rM ... _-~;7?,. .. :;~:.·:~·~ .... ~ ::_\) .~.: ,;·;· .-: .; AXIAL LD BOT CHORD . • 0 ,'' .o 12762.6 .• o .o 1'952'4 .2 ... 0 ' .o 22905.0 . .o .o 22·905. 0 .o .o 19524.2 ' ~ 0 .• 0 12762.6 .• 0 .o .o ·i' •• . -;.-:, . ' -··-. -. ' . , . ~~-~ . ,. '.· •. :·,·:--· · ... c.···s•-,u.lc<::.· ,•-,., ""'"'• <'.··" •.. -.. , .·, .·" ·• .· .. · '"'" I•, •• -·-.. • - PURITAN-BENNETT 94-9-432 LIST ·38 T55 May 18, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP .. · L VAR PANEL MP . INT··· PANEL PP INT PANEL MP . R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 9638.4 9638.4 9188.2 9188.2 20459.4 20459.4 9188.2 9188.2 9638.4 9638.4 SEC 23 22 DESCRIPTION TC BC L 2 X 2 X.148 L 2 X ·2 .. X.137 AXIAL RATIO .3213 .5068 .3063 .5113 .6820 .8611 .5113 .3063 .5068 .3213 AXIAL LOAD 23328. . · ·22905. MOMENT UNI LOAD -5019.6 4468.4 -5019.6 267.3 . -2176.0 1088.0 267.3 -5019.6 4468.4 -5019.6 K KL/R 1.00 40.4 1.00 16.1. 3 BENDING BENDING STRESS RATIO 16398.1 .5466 5603.7 .2824 16398.1 .5466 335.2 .0136 7108.5 .2370 1364. 4 • 0575 335.2 .0136 16398.1 .5466 5603.7 .2824 16398.1 .5466 I FLRS COMBINED RATIO .8679 .7892 .8529 .5250 .9189 .9186 .5250 .8529 .7892 .8679 LENGTH 39-11 1/2 30-5 1'/2 SEC 22 DESCRIPTION . . AXIAL STRESS CBRMP 524.8DEV 2 159.9REQ 0 339.7REQ TL BC L 2 X 2 X.137 22039. .7346 BOTTOM CHORD EXTENSION= 0-7 0/0 L/360 LIVE LOAD DEV= 315.1 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 306.0 PLF. . 472.7 PLF ------------------·-**END PANEL DESIGN** AXIAL LOAD LEFT 10989.7 RIGHT 10989.7 K 1.00 1.00 KL/R 73.8 73.8 FLR WEB 1 2D 1 2D TO END BASEL NGM 4-0 0/0 4-0 0/0 NGM B. DEPTH 4 1/.2 5 0/0 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= END REACTION= WEB NO DESCRIPTION 2 8 Ll-1/4Xl-1/4X.111 2D 18 Ll-1/2Xl-1/2X.145 3 22 L 2 X 2 X.137 4 . 8 Ll-1/ 4Xl-1/ 4X.111· ... V2 B·Ll-1/4Xl-1/4X.111 5 22 L 2 X 2 X.137 6 8 Ll-1/4Xl-1/4X.111 V3 8-Ll-1/.4Xl-1/.4X.111 7 14 Ll-1/.2Xl-1/.2X.115 8 8 Ll-1/.4Xl-1/.4X.111 V4 8 Ll-1/.4Xl-1/.4X.111 8R 8 Ll-1/.4Xl-1/.4X.lll 7R 14 Ll-1/.2Xl-1/.2X.115 VS 8 Ll-1/.4Xl-1/.4X.111 6R 8 Ll-1/4Xl-1/4X.111 SR 22 L 2 X 2 X.137. V6 8 Ll-1/4Xl-1/4X.111 4R 8 Ll-1/4Xl-1/4X.111 3R 22 L 2 X 2 X.137 2DR 18 Ll-1/2Xl-1/2X.145 2R 8 Ll-1/4Xl-1/4X.111 Q K 2 1.00 1 1.00 1-1.20 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.20 1 1.00 2 1.00 REQ DEV KL/RAX LOAD AX LOAD 179.1 + 12278.+ 15911. 117.9 -1248.-4448. 104.9 5034.-~7018. 180.5 + 5287.+ 7955. 125.4 -933.-2520. 112.1 -4112.-6280. 180.5 + 2937.+ 7955. 125.4 -933.-2520. 149.9 -2182.-2206. 180.5 + 2182.+ 7955. 125.4 -933.-2520. 180.5 + 2182.+ 7955. 149.9 -2182.-2206. 125.4 -933.-2520. 180.5 + 2937.+ 7955. 112.1 -4112.-6280. 125.4 -933.-2520. 180.5 + 5287.+ 7955. 104.9 -5034.-7018. 117.9 -1248.-4448. 179.1 + 12278.+ 15911. 1515.7 LBS. 6062.6 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 7.4X .111 10.9+ .OB 2.0X .137 3.3+ .O 2.5X .137 ·4.1+ .O 3.2X .111 ·3.6+ .O 2.0X .111 3.1+ .O 2.0X .137 4.8+ .0 2.4X .111 3.6+ .O 2.0X .111 3.1+ .O 2.0X .115 4.0+ .o 2.4X .111 3.6+ .O 2.0X .111 3.1+ .O 2.4X .111 3.6+ .O 2.0X .115 4.0+ .O 2.0X .111 3.1+ .O 2.4X .111 3.6+ .O 2.0X .137 4.8+ .O 2.ox .111 3.1+ .o 3.2X .111 3.6+ .0 2.5X .137 4.1+ .O 2.0X .137 3.3+ .O 7.4X .111 10.9+ .OB . , ... ' .•, -. ,... ;< _ ..• ,:'.',,·' . ' ' . . ~'. . '. •,. . -~:, ' _..,.. -" -. . ,_:, .• -~ .. . ·, PI:JR!TAN-BENNETT ,, ,:-· · 94...:.9.,. -432;,· LIST 'T55· . . . May 18.; .1990, ------~-~----------~-~~---~~~~!~~!'~~-~~2~!~~~~~-!~~~ TC' RYY = 1. 2 2 5, BC RY¥ == . '.1. 2 2-2 ,, WLEN/ {TC RYY) = 3 88 • 16 9 ;~!~~Igdr:.~~iE¥NG sJX:&giloFXT 13. 4.Qa FT FO:R 2 ROW(S)-OF H-BRIDGING. '> .•, . ·~, -~--~------------~----~---NOTE:. , .. -END -PANEL SHORTENED DUE TO -$-;t,OPE O,F WEB_· W:3 /W3Jt ', ·.:,·· .... ,'. ,. . ,.·, ~. ... . . .... -..; ', .-; ';:. '····:.-... :~,/'' .,.:• " -··-~-.... !' -• ,i t •••• • ...... _ . . ,.. -~ i:. ·.· ~ . ' .. /, . -· . ,.,_., •. ".t •. -.:.•.: ·, ' ~ ' ··1., '~-.::-·_._ ·-> .... ~ ::·· .:--,• ... . ~ ... ' . . . ~ . .... -, . , . --_ .. .: '" .J., .... •• • . PURITAN-BENNETT ... May 18, 1990 94-9-432 LIST 38 T56 32LH 306 39'-7-3/811 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** DEPTH BS LENGTH 32.00 39-7 3/8 **LOAD CRITERIA** BRIDGING SPACING 13.1 LEFT END RGHT END STANDARD STANDARD TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **BASIC DIMENSIONS** LEFT RIGHT ' LEFT ACTUAL DEFL INCHES 1.28 TL .40 LL ::WK LENGTH ·_ END PANEL END PANEL "-·VAR DIM 39.2813 5-2 0/0 -5-2 0/0 _ 1-3 5/8 RIGHT VAR DIM 1-3 5/8 INTERIOR PANELS 5 AT 5-4 0/0 ' LEFT TC RIGHT TC END PANEL END PANEL 3-10 0/0 3-10 0/0 DEPTH ·DEPTH DEPTH LEFT CENTER RIGHT 32 0/0 30 7/8 32 0/0 30 7/8 32 0/0 30 7/8 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB _WEB. AXIAL LD AXIAL LD AXIAL LD pp -LOAD-LBS DEPTH HEM SLOPE IN WEB TOP CHORD BOT CHORD 1 561.0 30.898 2 -.515 + 11901.8 10581.2 .o 2-965.0 30.898 2D -1.931 1086.7 10081.5 .o 3 812.0 30.898 3 1.970 5028.8 .o 12358.0 4 816.0 30.898 ·4 -.966 + 5286.4 16161.0 .o -. ----5. ---· 816.0 30.898 V2 .ooo 816.0 16161.0 .o ... (5 ... 816.0 30.898 ·5 .966 ·4111.6 .o 19118.8 7 816.0 30.898 6 -.966 .+. .2936.9 21231.5 .o 8 816.0 30.898 V3 .ooo 816.0 21231.5 .o 9 816.0 30.898 7 .966 1762.1 .o 2'2499 .1 10 816.0 30.898 8 -.966 .:t-587.4 22921.7 .o 11 816.0 30.898 V4 .ooo 816.0 22921.7 .o 12 816.0 30.898 8R .966 + 587.4 .o 22499.1 13 812.0 30.898 7R -.966 1762.1 21231.5 .o 14. 965.0 30.898 V5 .ooo 816.0 21231.5 .o 15 561.0 30.898 6R .966 + 2936.9 .o 19118.8 16 .o .000 5R -.966 -4111.6 16161.0 .o 17 .o .000 V6 .ooo 816.0 16161.0 .o 18 .o .000 4R .966 + 5286.4 .o 12358.0 19 . 0 .ooo 3R -1.970 5028.8 10081.5 .o 20 .o .ooo 2DR 1.931 1086.7 10581.2 .o 21 .o .ooo 2R .515 + 11901.8 .o .o "' < -··. · PURITAN-BENNET.T 94-9-•432 LIST· 38 T56 •. . , ' ----------------- --, " • •••••• . ' . ' May 18, 1990 *.*CHORD DESIGN** S-TEE~ FY -500o·o. PSI ----------------. . . AXIAL AXIAL MOMENT· BENDING BENDING . COMBINED STRESS RATIO . UNI LOAD STRESS RATIO L END PANEL PP . 9996-. 7 • 3_33·2· -4·6:I:5. 9 1.6205. 9 • 540·2 L-END PANEL MP · 9996. 7 • 525.3 4.078. 8 5442. 3 • 2784 t ~~ ~~~t fu~ J~~-1:~. :~¼I~--4~½-~:l -16~g~:~ :-6t~i .. ., RATIO .8734 • 8:038 .8577 · .5607 · · . ~ 9765' . . INT PANEL ·pp·· . '21·6-5·5,~'6 . : • 721'9 '""-21 T6 .,o ,. 7·639. 7 . . • 254 7 . INT PANEL MP 21655 ... 6 • 94.3.1 1088. 0 1·451. 7 • 064.1 R VAR PANEL. 'MP 9524. 6 • 5415 3.39 .• 6 . 453. 2 • 0192 R VAR PANEL PP 9524. 6 • 3175 .;-4-61.5. 9 16205. 9 • 5402 R END .PAN-EL MP 9996. 7 · • 5253 . 4078. 8. 5442. 3 • 2784 "R END PANEL pp. 9996.7 .3'332 -4615-~9 16205.9 .5402 SEC: DE$CRIPT_LON . · . AXI.t\L LOAD. K . KL/R . . I FLRS . -TC 22 '. L. 2 · X 2 X.137 · . · · 2-.2·922 .• 1.00.' 40.3·. : : 5·06.lDEV 6. J~C .. · 22-. <L. · ._.2. -.. X .:~ 2, . X •. ·1·:37_. -: ··· .~~4-99 .• · 1. 00 · 161 •. 3 .·, . :· 155. 8REQ· 0 · · · . . .. _... . . · · .. · .. 331. OREQ TL· -SEC DESCRJ:;PTION. · ... -. AXIAL STRES·S·-·. CBRMP BC. 2,2 B~TTlM. ~Hb~D ~X~~~SION = 2 6~!;>~.0/0 • 7219 . .L/360 LIVE .LOAD DEV = 311. 9· PLF; L/24·0 LIVE LOAD DEV = . . rbTl\~ LOAD .fOR DEFL = 3 0 6 ~ 0 PLF •. , . , -~ .--.--.. ----- **END PANEL DEStGN** ~--------~----~---~- 1. 0072 .5607 .8577 .8c038 .8734 LENGTH 39-7 3/8: .. 3·0-.. 5 3 /8 ·. 467.9. PLF AXIAL LOAD 10581.2 105.81 .• 2 LEFT RIGaT K :t.QO 1. o·o KL/;R. FLR 70· .• 5 ·1 7Q.5 1 WE;B 2D 2D TO.END BASEL NGM NGM 3-10 0 /:0 :3-10-0/ Q: B. DEPTH 5·01.0 5 0/Q -----------. ' -**WEB DESIGN** STEEL. FY . 5.0000·. :PSI •. -·MIN VERT ·SHEAR = 1·5 02 • 5 LB'S ,.- .· -. ---------_---. .·.·, . ·EN,D -REACTI:ON· = 6'010. 0, ·LBS ... , ·· · · . REQ . DEV REQ FILLET AVBL WEB NO· DESCRIPTION . Q K ·. KL/P... AX LOAD AX. LOAD WELD SIZE. WELP SLOT 2 8 Ll-1./4Xl-:-1/4,X.ll,1 · 2 1.0Q 174-.5 + 1.1902,.+ 15911. 7.2X .111 .10.-8+ .OB 2D 18 L1-1/2Xl-1/2X.145" 1 1.00 117~9 -1216.-4447. 2.ox .137 · 3.3+ .o :"·'.·3. ·22 L--2·· · X ·2 X.137 ·: 1 -L,20 1.04-.-S··:-i ·5029.-7026 •. 2.5X ··.137"·. -4.1+ .O ., · ·4 8 Ll-1/4Xl-1/4X~L1.1.-, .1 ·1.oa 180-;5· +:· .. ir28:t5.+-· 7955. 3~2x .111· a.·6+-· .o· V2 · 8 Ll-1./4X1-1./4X.l,11 ... 1 -1~00. J,25 .• 4 -·• 9·31.-. 2519 •. 2.ox .111. 3.1+ .o :5 ·22 L 2 X 2 X.137 1·-1 .• 00 . .-112.1 ..... 4·112 .• -6279. 2.ox .137 4.8+ .o 6 . 8 I;il-1/4Xl-1/4X.111 1 1 .• 0.0 180.5 + 2937.+ 795,5. 2.4X .111 3.<5+ · .O V3 . 8_ Ll,--1/4Xl-1/4X.111 1 .1.0:0:t125.4 93.1.-2519. 2.0X .111 3.1+ .r·.oo 7 · 14 L1-1z2x1-1z2x.115 1 1.00 ·149 .• 9 -. 2163.-2205. 2.ox .11s 4.o+ i _8 4 _ -8-Ll-1/.4;Xl-1,Z4X.111 1 1 •. 0.0,.1~0.5 + 2163.t 79-55. 2.4X .111 3.6+ .O . , .. v . 8 Ll-lZ 4.Xl.,..1Z.4X.111 .. 1 1. 00 ·12·5. 4 -· 931. -25.19. 2. ox .111 3 .1+ • 0 8,R 8 L1-1z4x1-1-z4·x.1r1 · 1 .1~00·100.5' + · 21(53.+ .. 7955. 2.4x .111 · 3 .• 6+ .o 7R 14 ;Ll--li'.2Xl-1/2X..115. 1 .. 1!00 149.9 -216~.-2205. 2.ox .115 4.0+ .o V5 .8 Ll..,_1/4Xl-1/4.X.111 1 1.00 1-25.4 -.931 • .,. 2_519. 2.0X .111 3.1+ .O 6R 8 Ll~l/4Xl-1/4X~111 1 J..00 .180.5 + ~937~+ 7955. 2.4X .111 3.6+ .O . ·5R 2 2 L 2 X 2 X. 13 7 1 1 • O O 112 • 1 -4112 • --6 2 7 9 • 2 • 0 X • 13 7 4 • 8 + . O V6 8 Ll-1/ 4Xl-1/4X.11·1 1 1. 00 1·25. 4 -931 ~ -2:5.19. 2. OX • lJ;l 3 .1+ • 0 4R 8 Ll-l/4Xl~l/4X.111 1 1.00 180.5 + 5a86.+ 7955. 3.2X .111 3.6+ .O 3R 22 L 2 X 2 X.137 1 1.20 104.8 -5029.-7026. 2.5X .137 4.1+ .O '2I)R 18 -L1-1/2Xl-l/2X.145 1 1~00 117.9. '1216.-4447. 2.ox ·.137 3.3+ .o 2R 8 Ll-1/4.Xl-1/4.X.111 2 1.00 '174.5 + 1'1902.+ 15911. 7.2X .111 _1.0.8+ .OB , ,:, '. ~ . -. . . . -... --. ·-- .... '\ '•' l •• , ' ' • • r.' .'· -·:_: ,: ;{---t_{. • .•' r .: • • '" .... -'j • .. :, ~---'.. ::--·.:. ·, -,....:... • r' ', ., ·: • ' _::-__ .'.'" ... ' .. . -·--. ..,.. .. _ ... _ "· ·-. , ', 1 ••·• f '',:,_ • ""' :;,, I '~. , • ' -'. . . -. . , . ·.·--·· ~ ... :r-.: ... ·.,y., ·,· ••• -... , .. i..:;::,.:..._ '•,·. ':· ,.,_ ·,, -"t.. ., ,_ .. _ ..... , ·-:-..... ,- • •• .. •• ,,..,.... ~ ,.,., ' < " .,. ' ' ... -· .... .. ,' -....... " . ~-·-·-. -~-· . .,._ ••. , -·, • . ~ . • -:.-·: .,,.~ ... ,.... "Y'•"'·'' • ' •. ', .. : \ . ·-., . ~ ' PURITAN-BENNETT 94-9-432 LIST 38 T56 • **BRIDGING REQUIREMENTS** ------------------------- •• May 18, 1990 TC RYY = 1.222, BC RYY = 1.222, WLEN/(TC RYY) = 385.636 WORKING LENGTH= 39.281 FT BRIDGING SPACING STANDARD AT 13.094 FT FOR 2 ROW(S) OF H-BRIDGING. -------------------------NOTE: END PANEL SHORTENED DUE TO SLOPE 0~ WEB W3/W3R , .. . , '·-· -·· ., .•. · > PURITAN-BENNETT· ., 94-9-4·32 LIST 38 · T57 . 32La; 306 39·1 . '771./ 4 11 ·.May 18.; ... 1990 : ;;-r:;i;-sPiN-JorsT~ois:cc;ii-iiQur~i;iiTs;;;-----s5i-si?ics _____ wLciiiFT-iic;_-oiPT.;;. --------------~--------------,---.:.~---------------------------------~-----~-------- DEPTH BS LENGTH 32~00 l9-_7 1/4 BRIDGING . LEFT END RGHT END ACTUAL DEFL SPACING 'ST~o.w:m .STANDARD INCHES 1a!1 1.28 TL .40 LL -~~--~--------~~~ ~·:**'L.O~P ·CR);';['ERIA** •. eC '•, , • • ,•'., ,' : :, •• TOTAL LOAD ::;:: . . 3.0 6 ~ P:J:,,F, LIVE . LJOAD = ·~ 6 • :i?LF'. LIVE LOAD .DEFLECTION S·PECIFIED AS L/3.6Q TOT:J:,,. ~OAD DEFLECTION SPECIFIED AS L/240· ---------·------------· .~'.kBA.SIC DIM~NSIONS*·*. ~~--~~--------------' .. ~. : . . . LEFT·. . . RIGHT . LEFT. · RIGHT ., .. . . . -_..WK .. LENGTH::-. END PANELc. END .PANEL .. · VAR . DIM-'_ . ¥AR D.IM ..... INTERIOR .PANELS 39 • .2708 · .. 5-2 0/0 _5.;;. 2 0/0::-1--3 :5/8--.1.~ 3 5/8· 5 AT 5-4 0/0 LEFT TC' RIGHT ·TC ENI:) PANEL END .PANEL 3-1.0 0/_'0 ~--10 0/0 DEPTH-. ,.-DEPTH : . · DEPTH·--. LEFT CENTER RIGHT 32 0/0 · 32 · 0/.0 3·2 0/.0 (ACTUAL) 3,0 7/8 30 T/8 30. 7'"/8 . (EfF) . **TRUS$ ANALYSIS** ' . --------------------. - . -" . ~· . EFF . ·wEB WEB ·· AXIAL LD AXIAL LD . ·· •PP ·t.oAD-LBS · ·· DEPTH .MEM · SLOPE' ··· ·' IN WEB · TOP ·CHORD· ' 1 · · · :561. d· . '30· .• 898 · 2 . -.-5.15 ·+ 1189-8-.-3 -_: • 10578 .1 2 .... 964.2 · 3·0.898 2D ··-1.93J: -10'ff5.8 ·10078.8 3 a11. 2 · 30. 898 3 1. 978 · 502-3. ·a • o ,f 4 816 .• o · ,30 •. 8.98 ~4 ~.-966· .+-5-2 .. a·G· .• 4· · ·1614a.s · --· 5 ·-·: -·. · 816 ~-o ::. :30:.·898 ... · ,v-2 · -: .• ooo :--· -· · --, -8.-16. 0 . ·::-·. 16148. a 6 · .. ··· ·a1-6~0 --·30-.898 -.. 5: ··.·· .. · ·.966 · --··-: 4111.6 ..... · .o 7 8·16 •. 0 30.898 .. -6. · -.'9-66. · + -2~1'36.9. -21219 .3 ·8 e16~0 30.89& y3 .ooo -· 816~0 212i9 •• 3 0 9 816.:0 30.898 . _7, .966 1762.1 10 8.16.0 -30.8,9.8 · ~-:8. --.966· +· '587.4 22909.5 11 816. O . 30. 898 ·,:-: V4 . . 00.0'. 81:6 .. 0 22909. 5 -.12 816.0· 30 .. 898 --:BR ~-9(56' + -587.4 .O 13 8.11.2 · :: 3·0.-898 · 7R . --.966 ·. ~ 17-'62 .. L 212·1.9.3 14 .. ~ ___ 964.2 .··-30..-.·898. -vs· ~ooo·::.-·--:a16.0 .21219.3 · 15 561 .. 0 ... 30 .. 898 6R . . . 96-6 + . 2·9-3'6. 9 . . 0 16 . 0 . 000 -. 5R -. 966 · .,.;: 411i.~ 6 '16148. 8 11. .o .o·oo V6 .ooo ... 8.1.6.0 16148.a 18 .o .000 4R .96-6 + ·52a6.4 .o 19 .o ·.ooo 3R -1.978 5023.8 1007&.8 ~~ :8 :888 2 R~ ;i.:§rg + 1±gt~:~ 10578 :5 ·, ,.• .. I ' ., .,., , ' f '. ' ,,•, ''!, ... ,. ' ! • ,:,t ;:-_ ~ • ~,. : -~-. ••• , r AXIAL LO BOT-CHORD .o • 0 ' 12345.9 • 0 ·19i66::~.: ": .. .O· ' ' • 0 22487. 0- ,i,1, • 0 .,,-: • 0 : . 22487,. 0 . • 0 • o.· 19106 .. 6 . • 0 • 0 12345.9 • O=-. o .• 0 ' .;~ , . ,.. ., ·. · · ·<·:: .: ·., . ~~~i;/::· / >: :~: .... ·,. .. ,:, :: :,. ·:;_;,·_-~ :::·~~;-:~·-.·> _;-'7'·_;.:·,,::·. \-~·; __ : .. "·5;.·-:·.: .. :/:_::~:~?.>" ':'~ ·:,.. ..: . . ' ... : ':-: ::·:. .. ,. . . ·: ......... ~ .. ·-·!···'' ·"·: o1 •• •• ~~·..,.-1., .... ~:~··~·::·~·-:..-:·.-'?..-.;;.., -~--·~ .. ..:.;• .... ' ... 1'>',;!''_!-., •.•. _._.-,.. ··----~-.--.... -·-· ,.-;:,,..-,• :--• .• l,.,1_,~ .1:.-i,-, • • ·PURITAN-BENNETT 94-9-432 LIST 38 T57 · May 18, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL STRESS LEND PANEL PP 9993.8 LEND PANEL MP 9993.8 L VAR PANEL PP 9522.1 ·L. VAR PANEL MP: 9522.1 INT PANEL PP 21644.2 INT PANEL MP 21644.2 R VAR PANEL MP 9522.1 R VAR PANEL PP 9522.1 REND PANEL MP 9993.8 REND PANEL PP 9993.8 SEC DESCRIPTION TC 22 L 2 X 2 X.137 ··BC 22 L 2 · X 2 X.137 AXIAL MOMENT RATIO UNI LOAD .3331 -4613.5 .5252 4079.8 .3174 -4613.5 .• 5406 332.1 .7215 -2176.0 · .9426 1088.0 .5406 332.1 .3174 -4613.5 .5252 4079.8 .3331 -4613.5 AXIAL LOAD K i<L/R 22910. 1.00 40.3 · 22487. 1.00 161.3 BENDING STRESS 16197.7 5443.6 16197.7 443.1 -7639.7 1451.7 443.1 16197.7 5443.6 16197.7 BENDING RATIO .5399 .2785 .5399 .0188 .2547 .0641 .0188 .5399 .2785 .5399 I FLRS 506.lDEV 6 155.6REQ 0 330.7REQ TL COMBINED RATIO .8731 .8036 .8573 .5594 .9761 1.0066 .5594 .8573 .8036 .8731 LENGTH 39-7 1/.4 30-5 1/4 SEC DESCRIPTION AXIAL STRESS CBRMP BC 22 L 2 X 2 X.137 21644. • 7215 BOTTOM CHORD EXTENSION= 0-7 0/0 L/360 LIVE LOAD DEV= 312.2 PLF, L/240 LIVE LOAD DEV= TbTAL LOAD FOR DEFL = 306.0 PLF. 468. 3 PLF **END PANEL DESIGN** AXIAL LOAD K LEFT 10578.1 1.00 RIGHT 10578.1 1.00 **WEB DESIGN** STEEL FY WEB NO DESCRIPTION 2 8 Ll-1/4Xl-1/4X.111 2D 18 Ll-1/2Xl-1/2X.145 ·3 22 L 2 X 2 X.137 4 8 Ll-1/.4Xl-1/.4X.111 V2 8 Ll-1/4Xl-1/4X.111 5 22 L 2 X 2 X.137 6 8 Ll-1/.4Xl-1/.4X.111 V3 8 Ll-1/4Xl-1/4X.111 7 14 Ll-1Z2Xl-1/2X.115 8 8 Ll-1/4Xl-1/4X.111 V4 8 Ll-1/4Xl-1/4X.111 8R 8 Ll-1/4Xl-1/4X.111 7R 14 Ll-1/2Xl-1/2X.115 V5 8 Ll-1/4Xl-1/4X.111 6R 8 Ll-1/4Xl-1/4X.111 5R 22 L 2 X 2 X.137 V6 8 Ll-1/.4Xl-1/.4X.111 4R 8 Ll-1/4Xl-1/4X.111 3R 22 L 2 X 2 X.137 2DR 18 Ll-1/.2Xl-1/.2X.145 2R 8 Ll-1/4Xl-1/4X.111 KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH 70.5 1 2D 3-10 0/.0 5 0/.0 70.5 1 2D 3-10 0/0 ·5 0/0 = 50000. PSI •. MIN VERT SHEAR = 1502 .1 LBS. Q2 K 1.00 1 1.00 1 1.20 . -1 ·1. 00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 ,1 1. 00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1. 00 1 1.00 1 1.20 1 1.00 2 1.00 END REACTION= 6008.4 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 174.5 + 11898.+ 15911. 7.2X .111 10.8+ .OB 117.9 -1215.-4447. 2.ox .137 3.3+ .o 104.7 -5024.-7034. 2.5X .137 4.1+ .O 180.5 + 5286.+ 7955 .. 3.2X .111 3.6+ .o 125.4 -931.-2519. 2.0X .111 3.1+ .o 112.1 -4112.-6279. 2.0X .137 4.8+ .O 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .O 125.4 -931.-2519. 2.0X .111 3.1+ .O 149.9 -2163.-2205. 2.0X .115 4.0+ .O 180.5 + 2163.+ 7955. 2.4X .111 3.6+ .O 125.4 -931.-2519. 2.0X .111 3.1+ .O 180.5 + 2163.+ 7955. 2.4X .111 3.6+ .O 149.9 -2163.-2205. 2.0X .115 4.0+ .. 0 125.4 -931.-2519. 2.0X .111 3.1+ .0 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .O 112.1 -4112.-6279. 2.0X .137 4.8+ .0 125.4 -931.-2519. 2.0X .111 3.1+ .0 180.5 + 5286.+ 7955. 3.2X .111 3.6+ .O 104.7 -5024.-7034. 2.5X .137 4.1+ .0 117.9 -1215.-4447. 2.0X .137 3.3+ .O 174.5 + 11898.+ 15911. 7.2X .111 10.8+ .OB . :·· .. ~ ; '• -• '·' : ,•,· ' . •••• ,PURITAN-BENNETT , ·· ., ·94-9-432 ··LIST, 38 .. T!'.>7. . :M;?tY ;I.8, 19-9 0 . ' . . --------------------------' --. ,.. ' . ~!·~~!~~f~~-~~9~!~~~~~!~~~ TG' RYY = i. 2.2 2 ,, BC EYY = . 1. 2 2 2 , WLEN/ ( TC RYY) = 3 8 5 • 5 3 4 :~¥~a¥gGL~~iE¥NG s~ii~lloFii:v 13.0SH) FT FOR 2' ROW(S) OF H~BRIDGING • . . NoTE7-~j~g;j~:j_i:;jjoijj.jjR:D~~ ... ~o .... ,... . ., 'I ! .. j ' ....... •' ' ~- • • • ---• ~« • ; : .. . ' . ..,. •, ·. •, • • •. ·-,·· !-. ... < .,_ . ~-. .,, ..... -, . . ' . .:, . . .. '~-· ,., . ~. -. . . .,,. ..... ' ,""' -~ -. -.···· ' . . . ,...~ -... -, ' ...... .,-,• : ' .. ' ! ~ . -. , ,,. --.. ..... ' ·:-. >· :: : ;-:-.;1 ~} .. ~ ' --: ·: .. --: ' . ' ., " -~·.: .. ;·:: ·' ;::·=d>_·::;'.>~~.:.~:;'::::,!::,:~:i \:) /::f/(; ·:~ :_; .. :.: :~-c:.. : •. : .... : . ,c . • ·--~··· •:...11 _,,:-: -:.· .,.-..... ----•·:-;'~'"";;··· .. .,.\:, ,., ;•''•--·-·:------"~"·" ,.,., • .,,. -.',1,'•-• ·-....... ~ .. ,, ,\ .:..-. : .· .. ,, PURITAN-BENNETT 94-9-432 LIST -38 • • May 18, 1990 T58 32LH 306 39 1 11-1/211 _ _ -------------------------------------------------------------------------~-----** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 32.00 39-11 1/2 13.2 1.28 TL .40 LL -**LOAD CRITERIA** ----------------: TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Lt240 **BASIC DIMENSIONS** LEFT RIGHT LEFT RIGHT WK LENGTH .END PANEL END. PAN.EL_.:·. VAR DIM ' .. -VAR DIM INTERIOR PANELS 39. 6250 5-4 ·0/0· 5-4 0/0 . 1--3 3/4 -1--3 .. 3/4 5 AT 5-4 0/0 DEPTH ----·LEFT 32 0/0 30 7/8 -----LEFT TC RIGHT TC END PANEL END PANEL 4-0 0/0 4--0 0/0 DEPTH DEPTH CENTER RIGHT 32 0/.0 32 0/.0 (ACTUAL) 30 718 30 718 (EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB · AXIAL LD .pp LOAD-LBS DEPTH MEM -SLOPE-IN WEB 1 586.5 30.894 2 -.498 + 12278.5 2 991.3 30.894 2D -1.931 1116.4 3 812.8 30.894 3 1.962 5034.0 4 816.0 30.894 4 -.965 + 5286.7 5 _· 816. 0 · 30.894 · · V2 ,:-· • 000 · · -816. 0 .· ·6 816.0 30.894" 5 .965 4111.9 7 8·16. 0 30.894 6 -.965 ·+. 2937.1 8 816.0 30.894 V3 -_ ~ .ooo 816.0 9 816.0 30.894 7 .965 1762.2 10 816.0 30.894 8 -.965 + 587.4 11 816.0 30.894 V4 .ooo 8-16. 0 12 816.0 30_. 894 8R .965 + 587.4 13 812.8 30.894 7R -.965 1762.2 14 991.3 30.894. vs . -.ooo 816.0 .15 586.5 30.894 6R • 965 .. + 2937.1 16 .o .ooo 5R. -.965" -4111.9 17 .o .000 V6 .000 816.0 18 .o .000 4R .965 + 5286.7 19 .o .000 3R -1.962 5034.0 20 .o .000 2DR 1.931 1116.4 21 .o .000 2R .498 + 12278.5 AXIAL LD AXIAL LD TOP CHORD -BOT CHORD 10989.7 .o 10476.3 .o .o 12762.6 16566.0 .o 16566.0· .o .o 19524.2 21637.2 .o 21637.2 .o .o 22905.0 23327.6 .o 23327.6" .o .o 22905.0 21637.2 .o 21637.2 .o .o 19524.2 16566.0 .o 16566.0 .o .o 12762.6 10476.3 .o 10989.7 .o .o .o _:.:_ •.. :~-·- •' •·.;:- .. ···· . 'PURIT-AN-BENNETT ·· . 94;,,.9-:· 4·32 ··.LIST· ; 38 .. May 18,. 1990· T58. . . **CHORD DESIGN** STEEL FY -50000. 'PS,I -" .' ----' ' ' --.--.. ' - AXIAL AX!AL MO:f1ENT. BENDING BENDING STRESS RATIO . 'UNI LOAD STRESS RATIO L END PANEL PP 96.38. 4 • 3213 ..;.5019. 5· 16.398 .1 • 5466 L ENO PANEL .MP 96,38 ~4 • 5068 44''68. 4 5603. 7 • 28.24 L VAR .PANEL .PP ... 9188· .• 2 •. 3.063 .. -.5.019. 6. 16398 .1 ... 5466 0 • ·' L ·VAR ·PANEL 'MP· ·: · 9'188. 2:-· .. 5113. ·· " :267. 3 ... 335. 2 0136 · -·_·:·INT PANEL PP . 2·0459.4 ..• ·682.0. ..:.•2·17'6~:cf:·. ·71'08.5 ·. :2370· . INT PANEL MP 204·59. 4. • 8·611 1088 •. o . .1364. 4 • 0575 R VAR PANEL MP 9188'. 2 • 5113 2-67. 3 335. 2 • 0.13'6 R VAR PANEL PP 9188.2 .3063 .:..5:019.15 16398.1 .5466 R END PANEL MP 9638. 4 • 5068 4468 ~ 4. . '5603. 7 • 28-24 R END PANijL ·pp 9638. 4 ·. ~ 3213 -5019. 6 . 16398 .1 • 5466 COMBINED RATIO .8679 • 789.2 .8529 •. 5250 ·• 9189 • 9'186 .5250 • 8·529 .7892 .8679 . SEC DESCRIPTION . · AXIAL ·LOAD . · K . · KL/R . I FLRS LENGTH ~·: TC 23 .. L 2 X 2· X.148 · .2.3328 •. ·1. 00 · . 40·. 4 · 524. 8DEV 2 · 39-11 1/.2 ... . · .. :./BC.: .. 2,2 .. :.:ti_, -.2 .X. ,2:. ·x.137·: , .. : ·-'22.905-.J~1 .• oo .. ·1.6:1.3." .. ':."15,9-.9REQ · 0 3.0-·5.ljl2 . .. . . . . · 339. 7REQ TL . .. . . . -SEC -OES.CRIPTION AXIAL·· S"l'RESS' CBRMP'· -· .. BC 22 L 2· X 2 X .• 13,7. . 220,39. • 7'3.46 . BOTTOM CHORD· EXTENS.ION = 0--7 OIO · L/360 LIVE LOAD DEV = 315. 1. PLF., L/240 LIVE LOAD DEV = Tt>TAL 'LO~D FOR DEFL == -· 306. 0 PLF:. . · : .' · I ... ·------.. -. ------.-. --' ... , .. **-END PANEL DESI'GN** · . -, . , --------------------AXIAL LOAD LEFT 10989.7 RIGHT 10'9'89. 7 . ----------. : - K 1.00 1 .. 00 . ; . . •. .. -'. ' -· .~ .. ·~ . . -. ,: . KL/R FLR WEB ·TO END BASEL NGM NGM 73 • 8 1 '2D 4 ~ 0 ·O /. 0 73.8. · 1 2D 4-O 0/0 472.7 PLF B. DEPTH 5 ·01. 0 5 0/0 '. -**WEB DESIGN** STEEL FY: ·= 50000. ·PSI. · MIN VERT SHEAR = 1515. 7 LBS. ( ·---------------.. • · .... :.·.::_ .. END-REACTION=· 6062.6 LBS •. . ... . ,: . . REQ · DEV· · REQ FILLET .. AVBL i · WEB NO DESCRIPTION· . ·. Q ·.K • KL/R AX· LOAD AX LOAD WELD SIZE WELD SLOT ' 2 8 Ll-.1/:4Xl-1/4X.lll 2 1.00 179.1 + 12:278·.+ 15911. 7.4X .111 10.9+ .OB . ·20 18 Ll-li'2Xl-1/2X.145. 1 1.00 117.9 -1248.-4448. 2.ox .137 3.3+ .o .. · · 3-:-22 ""L 2 X · 2 . X.1.37 r-~ 1 ·1·.20· 104.9--.,,. :··50·34.-7018. 2.5X .1·37_ · 4·.1+ .O · 4·· 8 Ll~l/.4Xl-1/4X.111 -l 1.·00 18'0~5·+--5'28'7.+. 795·5. 3.2X .111· 3.6+ .o · .... ~V2 8_Ll-1/4Xl-1/4X •. ll,l ... ·-1 1·.00 ·125.--4·:-3 9.33.-_2520. 2.ox .111 ... '. 3.1+ .o --· 5 22 L 2 X 2 X.13.7 1 1.00 112 ... 1 -· 4112.-6280. 2.ox .137 4.8+ .o -· 6 8 Ll~l/4Xl .... 1/.4X.111 1 1.00 1'80.5 + 2937.+ 7955. 2.4X .111 3.6+ .O ; '·!!iir:V3 8 Ll--.1Z4X1~1Z4X.111, ·· 1 1.()0"12'5.4 --:,f · 933.--252·0. 2.ox .111 3.1+ .o .... T 14 L1-1z2x:1-1z2.X.11·5 · ·1 1.00 149.9 -··· '21·82 .• -. 22.06. 2.0X .115, 4.0+ .o 8 . 8 L1-1z4x1-1z4x.111 ·. 1 1.00.180.·5 + · 2182.+ 7955. 2.4X .111 3.6+ .o V4 ·' 8 Ll .... 1Z4Xl-1/4X.111 1 1.00 125.4' -. 933.~ 2520. 2.0X •. 111 3.1+ .o SR 8 Ll-1Z4X1-~Z4X.lll. 1 1.00 180.5 + 2182.+ ·:~955. 2.4X .111 3.6+ .o .;'· __ . 7R 14 .. L1-1z2x1-1z2x.115 .... 1 1.00 149.9 -2182.-2206. 2.ox .115 4.o+ .o . V5 .-.. 8 Ll-1Z4Xl-,.1Z4X.lll· . 1 1.00 125.4 ·-. 9.33 • .,.,. 2520. 2.0X .111 3.1+ .o ,. 6R .8 Ll-1/4Xl-1/4X:.111 1 1.00 180.5 + 2937~+ 7955. 2.4x· .111 3.6+ .O . 5R 2'2 L 2 X .2 X.137. 1 1.00. 112.1 -. 4,112.-· 628'0. 2.ox .137 4.8+ .o V6 8 Ll-1/4Xl-1/.4X.111 · 1 1.00 -125.4 ·-93·3.-·2520. 2.0X .111 3.1+ .·o 4R .8 Ll-1/4Xl-1/4X~lll-1 ~.00 lQ0.5 + 5287.+ · 7955. 3.2X .111 3.6+ .O 3R 22 L 2 X 2 X.137 1 1.20 104.9 ~ 5034.-7018. 2.5X .137 4.1+ .o . 2'DR 18 Ll-1/.2Xl-1/.2X.145 1 1. 00 117·. 9 -124.8. -4448. 2. OX .137 3. 3+ • 0 2R 8 Ll-1/4Xl-1/4X.lll 2 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB ,, .. ·; ,, -··:. '-. ' .. : ..... · .... . ~r ••,. •' • •• _ i-.: "• I : '-~• '. -. --. .. , .; ..... .; .... -. --:-,· •• ::-: ~,.... • •. -~·-1 ... ":~-.: ·: ~ ... ..::. --_,.,. . ', ' • . . _ _._--~·-_,,-~ .' .. ;:,,--,. __ ,!,. ,: ...... _'::'-.•.. :;, .. ,.·.·~ ..... ' • ,.•, ,:: ~-:. •. '.. I • •_' -• • .. -;;_ -,-•' ...... ~·. '' ' . ··: < ,-.... ,. ~ ... ~ •• ~. -...... -• , ... -,~:,.:' ., ' .. ,., •• : -< -,-: ••• • .-•• • F •.,• • ..-,,:,.• • ,. t PURITAN-BENNETT · 94-9-432 LIST 38 T58 • **BRIDGING REQUIREMENTS** ·.· ------------------------- • May 18, 1990 TC RYY = 1.225, BC RYY = 1.222, WLEN/(TC RYY) = 388.169 WORKING LENGTH= 39.625 FT BRIDGING SPACING STANDARD AT 13.208 FT FOR 2 ROW(S) OF H-BRIDGING. -------------------------NOTE: END PANEL SHORTENED DUE TO · · SLOPE OF WEB W3 /W3R • • -, PURITAN-BENNETT 94-9-432 LIST 39 May 18, 1990 -T59 32LH 306 39' 11-5/811 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH 32.00 BS LENGTH 39-11 5/8 SPACING STANDARD STANDARD INCHES 13.2 1.28 TL .40 LL **LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **BASIC DIMENSIONS** LEFT RIGHT RIGHT . WK LENGTH _ END PANEL .. END PANEL 39.6354 5-4 0/0 5-4 0/0 LEFT VAR DIM 1-3 3/4 VAR DIM INTERIOR PANELS .1-3. 3/4 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-0 0/0 4-0 0/0 DEPTR DEPTH DEPTH LEFT --·CENTER RIGHT 32 0/0 32 0/0 32 0/0 (ACTUAL) 30 7/8 30 7/8 30 7/8 (EFF) **TRUSS ANALYSIS** PP-LOAD-LBS 1 586.5 2 992.1 3 813.6 4 -816.0 5 816.0 · --6 816.0 7 816.0 8 816.0 9 816.0 10 /.'-816.0 11 . 816.0 12 816.0 13 813.6 14 992.1 15 586.5 16 • 0 17 . 0 18 • 0 19 • 0 20 . 0 21 • 0 EFF DEPTH 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 30.894 .000 .000 .000 .000 .000 .000 WEB MEM 2 2D 3 4 V2 5 -6 V3 7 8 V4 8R 7R V5 6R 5R V6 4R 3R 2DR 2R WEB SLOPE -.498 -1.931 1.954 -.965 • ooo .965 -.965 .ooo .965 -.965 .ooo .965 -.965 .ooo .965 -.965 .ooo .965 -1.954 1.931 .498 --AXIAL LD -IN WEB + 12282.0 1117.3 5039.0 + 5286.7 816. 0 . 4111.9 + 2937 •. 1 -816.o· 1762.2 + 587.4 816.0 + 587.4 1762.2 816.0 + 2937.1 4111.9 816.0 + 5286.7 5039.0 1117.3 + 12282.0 AXIAL LD TOP CHORD 10992.9 10479.1 -.o 16578.3 ·16578.3 .o 21649.5 21649.5 .o ~ 23339.9 23339.9 .o 21649.5 21649.5 .o 16578.3 16578.3 .o 10479.1 10992.9 .o AXIAL LD BOT CHORD .o .o 12774.9 .o .• 0 19536.5 .o .o 22917.3 .o .o 22917.3 .o .o 19536.5 .o .o 12774.9 .o .o .o -· .:PURIT:AN:-BENNEIT.T _ 94·-9-'·. 4:3-2· LIS.T · 3·9 T59 . . ------------~~~~ • **CHORD DESIGN** STEEL·FY. = 50000~ PSI -------------AXIAL -AXIAL 'MOMENT BENDING BENDING COMBINED RATIO STRESS . 'RATIO UNI LOAD STRESS RATIO L END PANEL PP .9-641. 2 . • 32.'14 :..5021 ~7 · 1.6404. 7 -~ 5468 L END PANEL .MP -9641.,2 • 5069 4467'. 6 560;2. 6 • 2824 .. L, VAR ·PANEL ,PP .... 91.90.6 .3064. . -50:2.1.7 .. 16404. 7 • 546·8 .. • 8.682 .7893 ... . .• 8·532. --·: .. L·VAR ·PANEL MP· · 91.9:o,.6· ··· · .• 512·2;:_· ... · .274.6·.:· · 34·4.4 .0140 . ::· .· · INT. -PANEL pp., 2,04'70 .2 .... , ·.·6'8'23' ·, ' --2176· o:· .. .. .7108·. 5 ~ 2-370 ... • 52-63 .. INT PANEL MP 20470 .:2 ..• 86.16 1088: 0 .. 1364. 4 • 057·5 R VAR PANEL MP 9190.6 •. 5122' . 2'74.~6 344.4 .0140 .9193 .9190 .5263 .8532 R VAR PAN·EL PP 9190.6 .3064 ...,.5021.7 16404.7 .5468 R .END PANEL MP 9641.2 .5069. '4467.6 5602.6 .• 28.24 REND PANEI,. PP 9'6-41.2· .321-4 -5021~7 16404.7 .54:68 • 78·93 • 86-82 ·' .. SEC DESCRIPTION AXIAL LOAD K KL/R. I FLRS LENGTH . .-~ TC. . 2 3, · L . . 2 X 2 .. X. 14 8· : ... : · 2:3 340 • 1 .• 0 0 · 4 0 • 4, 5 2 4 • 8 DEV 2 . 3 9·-11 5 / 8 ·_. ·BC·,-22·:: L· -2, X 2 .x.1·37·_ •-•· 229-17.·.1,.:.00.:·16:J, .• 3 ... ·.160-.0REQ O 30.,. 5-5"/8 340.0REQ TL -472. 3 PLF ' ·· **END· :t?ANEE DESIGN**· ---------------------AXIAL LOAD K 1.00 1.00 KL/R 73· .• 8 73.8 FLR WEB TO END BASEL NGM NGM B.· DEPTH 5 0/0 5 0/0 LEFT 10992.9 RIGHT 1099~.9 I -----------~-- 1 2D 1 2D · 4:... 0. 0/0 4.-Q 01/0 / .... **WEB D~SIGN-** 'STE$L 'FY = 500:00. -·.psr~ -~--:MIN·-v-ERT. SHEAR = . . · ~ : . -.. · .. --· .. · :END REA CTI.ON · = --> , ' -.. ----,----------. --·WEB NO· DESCRIPTION 2 ~ Ll-1/4Xl.:.1/4X~lll -2-D 18.Ll-1/2Xl-1/2X.145 · ... ,._ -3 · ·.2:2 :L 2-X 2 . X.137 - · .... 4 ~r Ll.:.1/4Xl-1/4X •. 111-- :. · V2 .. 8-.Ll-·1"4XJ,-l/4X.:111 5 .22 L' ·21 X 2 X.137 · , . . 6 '8. Li-1/ 4X1;,;.1/ 4.X.11,1 ,., 'V3 8 iLl-1Z,4X1~1Y. 4X~ 111 7 14:Ll-1Z2Xl-1Z2X.1l5 a 8 LJ;,...1/ 4x1-1z 4:x. _111, . 1 -•... V4 8. L,1-lZ 4Xl-·lZ 4.X..111 . · 8R 8 Ll--l/4Xl-1Z4X.111 7R 14 _ Ll-1Z2XJ,-_1/2.X.115 . _V5 B:L1~1Z4Xl-1Z4X.lll 6R 8 L1~1/4Xl-11/4X.111. 5R -22 L 2 X 2 X.137 V6 8'L1-1/4X1-1/4X~lll 4R 8 Ll-1/4Xl .... 1"/4X.lll. 3R 22 L. 2 X 2. X.137 : -2'DR 18' L1-'1/.2Xl-.1/2X •. 145 . 2R 8 Ll-1/4Xl-:I./ 4X.1.ll , -. ' :.;..: ~; . ~· . .· . . . -):ZEQ~ .. ··. DEV . - Q K --··KL/R.. AX LOAD AX LOAD 2 1.00 119.1 + 12282.+ 15911. 1 1.no 111.9 ~ 1249.-4448. · · 1 l ~ 2 0· :· l 0 5-. 0 ·· -..... :5 0'3 9·. -; ,; 7 010 • · 1 ·1. oo:: 180. 5 + : '5'2tf7~ +--. 7955. ·· 11:88·Il~:f: --~ir~::---~-~~~8: 1 1., o.o, 18 0 • 5 + . 2 9 37 ~ + 79 5 5 • 1 1.00 125.4 _·9:3-3.,.,. 252.0. · 1 1~00·.14.9 ..• ·9. --.2,,1a'a·, • .;... 2,-206 .•. L 1 .• O O J:.8 0 • 5 + · 218 3 .• + -79 5 5 • ~ l.oo ~a5.4 -9~3~~. 2s20 •. 1 l.Q0 .. 18-0.5 +. 2,l.83.+ .. :7955. _1..1 .• 00.14Q.9 -~--218.3 .• -2206. 11.00. 125.4 ~. 933.-2520. 1 1~00 180~5 + 2937.+ 7955. 1 1 • O O i 12 • 1 -4112 • -. 6,280 • 11.00125.4 -933.-· 2520. 1 1.00 180.5 + ~2~7.+. 7955. 11.20105.0 -· 5039.~ 7010~ 1.1.-00 117.9 -1249.--4448. 2 1. o,o, 179 .1 + 12282. + 15911. . . . ·-_,. ;:, ~--, .. '.:. . . ' ,, • • .,, ' '•. • ' • • ~ < • 1-' • t ,. "" • • -··' ... • ·-•.. --• ' 1516.1.LBS. -6064. 2 LiBS. REQ FILLET AVBL-· WELD SIZE WELD SLOT 7.5X .lll 10.9+ .OB 2.ox .137 3~3+ .o 2 .• 5X .1.3·7 · 4.1+ .O 3.2X ;111 -3:~+ ·.o 2.ox .111 3.1+ .o 2.ox .137 4.8+ .o 2.4X .111 3.6+ .o 2.ox .111 3.1+ .o ·2.0X .115 4~0+ .o 2~4X .111 · 3.6+ .O 2.ox .111 ~~1+ .• o 2.4X .111 3.6+ .O 2.ox .115 4.o+ .o 2. ox .111 · 3. 1 + • 0 2 • 4X • 1.11 3·. 6+ • 0 2.ox .137 4.8+ .o 2.ox .111 s.1+ .o 3.2X .111 3w6+ .O 2.5X .137 4.1+ .-0 2.0X .137 3.3+ .-0 7.5X .111 10.9+ .OB . . . . ' . \ ,~· : ! -_. . . ~ ~ •. ,_ ! ,, . . .. ., ' . '' . . . -......... ;· ... . :-: .. ~--.. t:-::.: ~~~/: -~·-::·::_\;·;~~(t:\j\~:\},·:~ ;,_:~:;_ <~-.' .: .. ; : ..... ,,, ,;.·•.:, ·"' -..; _: · ::,~ ·. ·:::·"f•. • ~-_.. ..... \ ••• ·, i. ~ • .,':,_•., _ .. ~":~·· .... ,. ~ ,,·' ,; • ,~ .... i_..,. ....... _ ... rt-r..~·,;':·_-·;...y.,",< ~~:, -:.~--.·~··:~ .• ; •;-•,_,-,:.~'I •.• ~-•' ., ·-'· -~ ~-, .. ;,v • d '.,,.· ••• ,,..· :• ; '_,-: • ••• • ~:, •• •• >I..,•.!.' :i.,~· .-~. •"~.·•::;_, ~ h_,t::,:' , .. -.... ,. PURITAN-BENNETT 94-9-432 LIST 39 T59 • **BRIDGING REQUIREMENTS** ------------------------- • ·May 18, 1990 TC RYY = 1.225, BC RYY = 1.222, WLEN/(TC RYY) = 388.271 WORKING LENGTH= 39.635 FT BRIDGING SPACING STANDARD AT 13.212 FT FOR 2 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO · SLOPE OF WEB W3/W3R ' .. ~,:,.: r . ' I ' ••• •••••• -,, " •• PURITAN-BENNETT . . M;ay 18,, 1:990 9 4.-9-4 3·2 LIST 3.9 · · · · · · · · .. · · · . T.60 . ·3-~LH 306 . 39' :l.h·lf ~ 11 --·------------~---------------~--~----~-------~--------~----------------------** LONG· SPAN JOIST DESIGN REQUIREMENTS**. SJI Sl?ECS · ·VULCRAFT ENG DEPT** ------------~----------------------~-~---~--~-~~-~------------------~--------'-BRIDGING LEFT END.RGHT END ACT'0AL DEFL DEPTH BS LENGTH SPACING STANDARD· STANDARD INCHES ·32.00· 39-111/2 13.2 1.2·a TL .40 LL ---... ~------------- TOTAL LOAD == 3·06 •. PLF, LIVE LOAD := LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECT:CON SPECIFIED AS L/240 . ~---~-------~--.----.--. **BASIC' D;t:MENSIONS*~ -~------------------ '. 9·6. PLF. ·--· · · LEFT . RIGHT . LEFT·, . ·· .. RIGHT · . , .. ,WK LENGTH .END PANEL.END .PANEL:· '.VAR-DIM :·::VAR DIM ... · INTERIOR PANELS ·· 39.(5250 ··. 5-. 4 0/0 5-4 ·0/0 ) .. -3 3/.4 · 1-3· 'J/4 '5 AT 5-4 0/0 .. LEFT TC. . RIGHT TC END PANEL END" PANEL 4-O 0/0 4-O 0/0 -DEPTH . DEPTH : DEPTH · LEFT .. . CENTER RIGHT" · -~ ··· --··· 32 0/:.0 3_2 0/0 32 0/0 (ACTUAL) · · 30 71/8 .30 71/8 30 71/8 {EfF) ~--~---~----------**TRUSS ANAL~Sip** .. ' ------------------. . .. EFF · wEB·-·. WEB· AXIAL LD · ·.AXIAL LD ?P . ·LOAD-LBS·,. DEPTH· '.. •3:0. 894: 'MEM SLOPE·-·· IN WEB TOP· CHORD 1 586. 5. . 2 .. ~.4Q.8 · + :: ,12278. 5. .109.89. 7 2 991.3 30.894 _;, 20 -1. 931· 1116.4 10476. 3 3 8·12 .-8 30.894 3· 1.962 -.5034.0 .o 4 816.0 30.894 4 ;.._ 965 + '5286. 7 16566.0 5:.· 816.0 · 3o.~_a9"4· .. v2 -.000 -. . 816. 0 ·16566.0 '6 ·a16·. o· · ··3·0 ~-a94. ·· · 5 .• 965 ... .4111.9 .• o 7 a1.6 ~-o. 30:. 894 6 . -. 965,. ·+ .· · 29.37 .1 . 21637. 2 8 a16:.o 30. 894,· · ·v3· ' .. .000 a16 .• ·0 2.1637. 2 -. 9 816 .• 0 30.89s4, 7 .965 .. 1762.2 .o ··10-816 ~-0 30.894 . -a ·-.• 965 +..i:· . ·587 .4 23327.6 11. 8-16·. 0 .. 30.894 V4 .000 .. 816.0 43327.6 -12 8·16 .• 0 30. 8.94 -SR .96·5 + .587.4 .o . 13 ... 812~8 ·-30. 8·94 . 7R -.965 -'1762.2--: .. 21-637 .2 14 991.3 '30.894-Vs .-000 ..,. .. 816.0-21637.2 15 586.5 30.894 6R .. • 9q5 + 2937.1 .o 16 .o • 000 · . 5R -•. 96'5 · --' 4111.9 ·16566.0 17 .o . -• ooo-. ·.v6 ~ o.oo -. 816.0 16566.0 18' ~o .ooo 4R .965 + 5286.7 .o 19 .o • 0.00 3R -1 .• 962 . 5034·. 0 10476.3 20 .o .000 .2DR .1. 93·1 1116.4 10989.7 21 .o .000 .4R • 498· + 12278.5 .o '. -. •'-",· ' .-~.-' . ·. ---·· .. -' •• ;-,_ 'f ·: ,, ' -~ -,,.. ..... ..,. - '• ,• ~II. '.. '~~' J • -·-· ._ ·-· ' AXIAL LD BOT CHORD • 0 .o 12762.6 • 0 .o. 19524.2 .o .o 22905.0 .o , •. 0 229-05. 0 • Q_ .• • 0 19524.2 • 0 • 0 12762.6 • o.' .·O • 0 .. .. ' .. _ .. ,-~ -:-:· -· . . . ·---·-,.:..:.· .'.;.._.7"-~~--1,'-":;.~-;~· ·,· ·-:~'···· :,~.~ , •• :.~- ·- _ifl . • PURITAN-BENNETT May 18, 1990 94-9-432 LIST 39 T60 ----------------**CHORD DESIGN** STEEL FY = 50000. PSI ----------------AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 9638.4 .3213 -5019.6 LEND PANEL MP 9638.4 .5068 4468.4 L VAR PANEL PP 9188.2 .3063 -5019.6 ··L-VAR PANEL MP' 9188.2 .5113 267.3 INT PANEL.PP 20459.4 .6820 -2176.0 INT PANEL MP 20459.4 .8611 1088.0 R VAR PANEL MP 9188.2 .5113 267.3 R VAR PANEL PP 9188.2 .3063 -5019.6 REND PANEL MP 9638.4 .5068 4468.4 REND PANEL PP 9638.4 .3213 -5019.6 SEC DESCRIPTION AXIAL LOAD K KL/R TC 23 L 2 X .2 X.148 23328~ 1.00 40.4 BC 2 2 . L .2 · X . 2 X • 13 7 . 2 2 9 0 5 • 1 • 0 0 161 • 3 SEC DESCRIPTION AXIAL STRESS CBRMP BC 22 L 2 X 2 X.137 22039. .7346 BOTTOM CHORD EXTENSION·= 0-7 0/0 • BENDING STRESS 16398.1 5603.7 16398.1 335.2 7108.5 1364.4 335.2 16398.1 5603.7 16398.1 BENDING RATIO .5466 .2824 .5466 .0136 .2370 .0575 .0136 .5466 .2824 .5466 I FLRS 524.8DEV 2 .159. 9REQ 0 339.7REQ TL COMBINED RATIO .8679 .7892 .8529 .5250 .9189 .9186 .5250 .8529 .7892 .8679 LENGTH 39-11 1/2 30-5 1"/2 ~bJK£ tlX~ ~g~DDiil: ~6~:6 ~tJ: L/240 LIVE LOAD DEV= 472.7 PLF --------------------**END PANEL DESIGN** --------------------AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 10989.7 1.00 73.8 1 2D 4-0 0/0 5 0/0 RIGHT 10989.7 1.00 73.8 1 2D 4-0 0"/0 5 O"fO --------------**WEB DESIGN** STEEL FY = 50000. Psr. MIN VERT SHEAR= 1515.7 LBS. ---------------END REACTION= 6062.6 LBS. · REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 8 Ll-1/4Xl-1/4X.111 2 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB 2D 18 Ll-1"/2Xl-1"/2X;145 1 1.00 117.9 -1248.-4448. 2.ox .137 3.3+ .o 3 22 L 2 X 2 X.137 1 1.20 104.9 -50-34. -7018. 2.5X .137 4.1+ .o 4 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 5287.+· 7955. 3.2X .111 3.6+ .o V2 8 Ll-1"/4Xl-1"/4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 5 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.0X .137 4.8+ .o 6 8 Ll-1/4Xl-1/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o V3 8 Ll-1Z4Xl-1Z4X.111 •. 1 1.00 125.4.-933.-2520. 2.ox .111. 3.1+ .o 7 14 Ll-1Z2Xl-iZ~X.115 1 1.00 14Q~9 -2182.-2206. 2.ox .115 4.0+ • 0 . 8 8 Ll-1Z4X1~1Z4X.111 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o V4 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 8R 8 Ll-1Z4Xl-1Z4X.111 1 1.00 180.5 + 2182.+ 7955. 2.4X .111 3.6+ .o 7R 14 Ll-1Z2Xl-1Z2X.115 1 1.00 149.9 -2182.-2206. 2.0X .115 4.0+ .o V5 8 Ll-1Z4Xl-1Z4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 6R 8 Ll-1"/4Xl-1"/4X.111 1 1.00 180.5 + 2937.+ 7955. 2.4X .111 3.6+ .o 5R 22 L 2 X 2 X.137 1 1.00 112.1 -4112.-6280. 2.ox .137 4.8+ .o V6 8 Ll-1/4Xl-1/4X.111 1 1.00 125.4 -933.-2520. 2.0X .111 3.1+ .o 4R 8 Ll-1"/4Xl-1"/4X.111 1 1.00 190;5 + 5287.+ 7955. 3.2X .111 3.6+ .o 3R 22 L 2 X 2 X.137 1 1.20 104.9 -5034.-7018. 2.5X .137 4.1+ .o 2DR 18 Ll-1/2Xl-1/2X.145 1 1.00 117.9 -1248.-4448. 2.0X .137 3.3+ .o 2R 8 Ll-1"/4Xl-1"/4X.111 2 1.00 179.1 + 12278.+ 15911. 7.4X .111 10.9+ .OB -~ ... :. ' ••• ; -~. : ·····, , . . , ·· · · ·.· PURITAN-BENNE.TT 94-9-432 . LIST 39 · . T60 · .. '"· ~i=lf: 18 ,. 1~90 . -----------~-----~-------~~~~:~~:~~-~9~:~~~~~-!~~~ TC,,RYY··= 1.225,· BC RY'f ==. 1:.222, WLEN/(TC·RYY) = 388.169 WORKING LENGTH ::;:: 3-9 • 625 FT . BRIO.GING Sl?ACING STANDARD AT 13. 2·08 FT FO;R 2 ROW(S) OF H-BRIDGING.· ---~------~---~----------.. , . NOTE-: END PANEL. SHORTENED DUE TO --· · · . :: · :. -~-rp~E ·OF: WEB-·w::3·/W~:R ,-,.,, ... , ' . ~ " . . ~ " ' . ~ .. . _. ___ ,: 1 -' ,;_, >··: ., , i' i, , . '; PURITAN-BENNETT 94-9-432 LIST 39 T61 32LH 426 • May 18, 1990 39' 3 11 · • ** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES LOADS 32.00 39-3 0/0 19.5 1.61 TL REQ .13 LL ·-"**LOAD CRITERIA** · TOTAL LOAD= 426. PLF, LIVE LOAD= 96. PLF. LIVE. LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 2.000 KIP(S) TOTAL AT PP 1 2 _ 3 4 5 6 7 8 9 10. · · 11 12 13 14 15 _; . **BASIC DIMENSIONS** .... NOTE:· SPECIAL DIME-NS IONS DEFINED--·--------------------LEFT -RIGHT · .. ~. LEFT RIGHT WK LENGTH END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 38.9167 4-0 0/0 4-0 0/0 2-3 1/2 2-3 1/2 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-0 0/0 3-0 0/0 DEPTH DEPTH DEPTH LEFT .CENTER RIGHT 32 0/0 32 0/0 32 0/0 ~ACTUAL) 30 1/4 30 1/4 30 1/4 EFF) ------------------· · ·**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LO AXIAL LO AXIAL LO pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 2390.5 30.293 2 -.659 + 37998.4 31735.1 .o 2. 3304.6 ·-30.293 2D ~-.c-2. 524 . 3·554. 5 . 30426.0 .o 3 .. ·-. 3 2 6 9 • 1 .. -3 0 • 2 9 3 . 3 · ... --1.102 23762.6_,_ .o 45881.3 4 3136.0 30.293 4 · -. 947 + 20527.5 60788.7 .o 5 3136.0 '30.293 V2 .ooo 3136.0 60788.7 .o 6 3136.0 30.293 5 .947 15965.8 .o 72383.3 7 3136.0. -,30.293. 6' -.947 + 11404.2 80665.2 .o 8 3136.0· 30.293 V3 .ooo 3136.0 80665.2 .o 9 3136.0 30.293 7 .947 6842.5 .o 85634.3 10 3136.0 30.293 .. 8 -.947 + 2280.8 87290.7 .o 11 3136.0 30.293 V4 .ooo 3136.0 87290.7 .o 12 3136.0 30.293 8R .947 + 2280.8 .o 85634.3 13 3269.1 30.293 7R -.947 6842.5 80665.2 .o 14 3304.6 30.293. V5 .ooo 3136.0 80665.2 .o 15 2390.5 30.293 6R .947 .+ 11404.2 .o 72383.3 16 . 0 .000 5R -.947 15965.8 60788.7 .o 17 .o .000 V6 .ooo 3136.0 60788.7 .o 18 .o .000 4R .947 + 20527.5 .o 45881.4 19 . 0 .000 3R· -1.102 23762.6 30426.0 .o 20 .o .000 2DR 2.524 3554.5 31735.1 .o 21 .o .ooo 2R .659 + 37998.4 .o .o ·., ...•. --· .. ' -_,-~ . . ' -- . PUR.ITAN-BENt{E.TT . . . ·_ 94-9-432 ... L;CST . 39 ···T-61. ----------------. . . ·.May 1:8, 1990 **.CJ!ORD DESIGN*~-· STEEL FY = 50000. PSI ~ -... --------' -- AXIAL AXIAL STRESS RATIO · L END PANEL PP 9873. 8 • 3-291. L .END PANEL MP 9873. 8 • 42-.69 .. L VAR PANEL PP 9466 •. 5 . • 3-155 . · · . L. V.A:R PANEL . MP. .9·4 6;6 ~ .5 : · -, . ; :. • 4401 -· ----~·-"·:.,INT.PANEL pp· 2·715'8.9 ··· .• 9·053 - IN.T PANEL MP 2715;8 •. 9 .9·874 R VAR PANEL MP 94:66 .• 5 • 4·401 R VAR PANEL PP 9466. 5· • 315.5 • ••• BENDING BENDING STRESS RATIO . 3:943. 5 .1314 901.4 .032'1 3-943. 5 .1314 -7 7 0 • 8 • 0 27T · 2 3 5 9 • 2 • 07 8 6 ' -469 .1 • 0.169 770. 8 • 0277 3943.5 .1314 COMBINED . RATIO .4606 .4590 . .44 7-0 .4678 · .• 9.839 1.0043 R END PANEL MP 9873. 8 • 4.269 i. R END PANEL PP -9873. 8 .• 32.Sll I MOMENT UNI 'LOAD -~50,63 .'.7 291·0. 3 -5063.7 2488.7· --3029~3''. _ 15-14. 7 2488.7 -'5063. 7 :2910. 3 -5063.7 9 01 • 4 • 0 3 2.1 3'943.5 .1314 .4678 .4470 .4590 .-4606 , ·sEc -DESCRIPTION A:XIAL LOAD -K -KL/R , TC· 46 ... L .3 ... X : .. 3 X.281. · -87291. 1.00 27 .1. -I FLRS 1-480. 2DEV · 2 '151.5REQ, :0 :J-224. 2REQ. TL. LENGTH. · 39-~-0/0 ... 3-3-0 o,o "· -.. BC .-46 .·L .. 3_.:,--X.-3: .X.:~81:·-. __ ·. _·.85634.,. J .• Q0.108.3 ' \----: ---SEC. DESCR;tPT:I:.ON-. _ . · · AXIAL· ST~E.SE; GBRMi:>- i· .· BC 46 B~T;6M ~Hoio ~x~i~sION =· ~6:i6 °1/.2 .• 9053 _ ' ! .. _ L/ 3·6·0 LIYE LOAD DEV : -. _SI 3 8 • 2 .P.L_F\ L/2;4,0 LIVE: LOAD ... TbTAL LOAD FOR .DEF.L ... 1164. 0. PLF.. . . DEV= :l.407.4 PLF **END PANEL DESIGN*.* ~--------~-~---------- ~-~------------ KL/R 57.6 57.6 FLR WEB · TO END BASEL NGM NGM . B. _ PEP'TH 0 -2 D 3-0 0/ b· 5 0 / 0 0 · 2 D 3·-b O / 0 5 O} 0 . :~~~~~:~~~:~~~-~ -STEEL FY ·=. 50000. _PSI_ •.. ti'I~NZE~iA~¥¥g : . 2~~~~ :J -.t~~-: . REQ 'DEV REQ FILLET AVBL · WEB NO DESCRIPTION.' · . · . ·· · Q . K · · -· KL/R AX LOAD AX LOAD WELD SIZE' WELD .SLOT 2 21 L 2 · x 2 x.1aa 2 i.oo 89.2· + 37998.+ 42999. 13.6X .~aa 14.o+ .oB '2D 1.8 Ll--1/2Xl-1/2X.14,5 1 1.00 110'.4 --402-4.-5072. 2.ox .145 4.0+ .o -3--· ·2:5· L · 2' X 2 . X.163'·· 2, 1.-00 · -5-1. 8 -·"237·63 .-28906. 9. ax .-16.3· .12. 2+ • OB -'4 · 11··L1-1/2x1-1/2x.1a·a·,.,:·-2··t·.oo·· 95.1 +··2.05·21.+· 23697. 10.ox ·.13a 12.6+ ··.oB ·V2 J,4 Ll-1Z2Xl-1Z2X~ll;5 1 1.00 102 .• 1·.;_ 357,2~-4646. 2._lX .115 4.2+ .o . 5 17 Ll-1/2Xl-ll2X.13_8_ .. 2 1.0·0 74.q· -15966.--·15823. 7.8X .138 12.6+ .OB 6 22 L 2 X 2 X.137 1 1.00 111~1 + -114-04~+ 15877. 5.6X .137 5.9+ .O V3·_~4 L1~112x1~~1ix.115 ·. ~.1.-00 102;1 -·357t.-4646~ 2.lX .115 4.2+ .o 7 · 27 L 2· X · 2 X.188 1 1.0 .. 0 111.9 -:-8469.-854.6. 3.0X ~isa 5.9+ .o 8 22 L 2 . X 2 X.137 -_ .1 1~00 .111.1-+ ·84.6Q •. + 15877. 4.2X .137 5co9':I-.O ·v4 ·14 Ll.+1/~Xl-1/2X.,1'15, .1 1.-o.o_.102.1 .., .357'2.-,4646. 2.lX .115 4.2+ .o . SR 22 L ~. -X 2 X.137 · l 1.00 111 •. 1 + a46-9.+ 15_877. 4.2X .137 5.9+ .O 7R 21 L. 2 .x 2 x.1aa.: ·1 .. 1~00 -111.·9 -.. 84.69.-8546. 3.ox .u~a 5.9+ .o V5 _14. Ll-l/2Xl-lj2X.115 _1 1 .• 0.0-l·0:2.J, --$572_~.,. 4646. 2.lX .115 4,.2+ .0 ~~ f.~ ti~ft.2:~l-f/2~:3:~·~:-½ i:'88 .l~J:~ ~ ig§~i::~-i~~~~: ~:~~-:~J1·1~:-~t :8B V6 14 Ll-1Z2X1~1Z2X.115. 1 1.00 102.1 ~57Z.-4646. 2.lX .115 4.2+ .O 4:R 17 L1-1,2x1-1,2X.13·a 2 1 •. 00 95~1 + 20527.+ 23697. 10.ox .13·8 J.;2.6+ .OB 3·R 25 L 2 X 2 X.1.63 .2 1.00 51.8 -23763·.-28906. 9.8X .163 12.2+ .OB 2DR 18 L;i.-1/2Xl-1/2X.145, 1 1.00-110-.4 --4024.--. 5072. 2.ox .145--4.0+ .o .2R 27 L 2 · X 2 .. X.188. 2 .1.0-0 a9.2 + 3799'8.+ 42999. 13.6X .188 14.Q+ ~OB- ' . ' ~ . ~ .: · .... _ .. , .... ,. -·· . . _., ' ...... ~ . ' ~ . ·. :,)_:: ... , ., •• _:1 •• -•• •w v•' • ,' ,._,, .......... ,· PURITAN-BENNETT 94-9-432 LIST 39 T61 • **BRIDGING REQUIREMENTS** ------------------------- • May 18, 1990 TC RYY = 1.640, BC RYY = 1.640, WLEN/(TC RYY) = 284.742 WORKING LENGTH= 38.917 FT BRIDGING SPACING DEVELOPED AT 19.458 FT FOR 1 ROW(S) OF H-BRIDGING. -------------------------NOTE: 2D DISTANCE LEFT EITHER SET OR SPECIFIED. NOTE: 2D DISTANCE RGHT·EITHER S~T OR SPECIFIED. -,_ . '• ••• PURITAN-BENNETT . 94-9.., 432 LIST· · 39 · .. T62-. ·,32rn 4,26 -. May. 18, .1990 .. 3'9 I. j II . --' . -------------·~'!"""'-------~--..;.------,--_---------·---·-':"'"'~-----~---,----------------~------- ** LONG SPAN -JOIST DESIGN R:$QPI~EMENTS** SJ:t SPECS VULCRA:FT ENG DEPT** -------..,---------.,.---~Rii3ciiN~~---r:iFT-iMi3-RGiii-iNo _________ iciuii-,oiFt-PorNT __ _ DEPTR BS :fuENGTH DEVELOPED STANDARD·STANDARD INCHES BOADS 3;2.00 39-3 0/0 . -19 .• 5 . 1.61 TL REQ ~13 LL ---------~~-----":""'!'--. .... , , ,, ·--1f*LOAD CittTERIA** ··_-· -· . ' .... · .. . . ... ~: , ; ... ' ; : ' . ' . ' . ,. . -. ~ .· ' ,. ' . TOTAL-LOAD..,:--.-426·. :i?LF., LIVE LOAD == 96. PLF. LIVE LO.AD DEFLECTION-SPECIFIED AS L/-360 . TOTL 'LOAD DEFLECTION SPECIFIED A,S L/240 . . · :CONCENT~TED-· 2. 000. KIP {S) TOTAL AT :i,:>:P 1 .. 2 3 · 4 5 . 6 · 7 8 9 10 · . _. . . -· 11 12 13 ':L4 15 · .... -_;_;iiisic-.oiiiNsroN-s;;. .._ ... :.No'J;!-E =-· .· ~SPECIAL :DIMENSIONS., DEFINED-------"'----------r::iFT _____ · . . RIGHT 'LEFT , ·_ .RIGHT '~ WK LENGTH . -END· PANEL END PANE:'L 'VAR DIM VAR DIM . INTERIOR PANELS ' -.3·8 • 9167 4-0 0 / 0 4;.-0 'O / 0 2..;. 3 . · 1 / 2 2 ;_ 3 1 / 2 5 . AT 5-4 0 / 0. ' ' ' LEFT TC .RIGHT TC. ·END PANEL 'END PANEL 3~ 0 -0/0 3~ 0 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT_ 3:2 0/0 32 0/0 32 0/0 (ACTUAL) 30 1/ 4 30_ 1/,4 3·0_ 1/4 JEFF) ---~-----~----------. **TRUSS ANALYSIS** ·· ~-""'!9-~-----~---~~~p-., . EFF WEB WEB': pp LOAD-LBS DEPTH MEM SLOPE 1-239'0. 5 ·3·0. 293 · 2 ;:.,.659' ,_ 2· · 33.04 ~ 6 ·, 30 .• 293 21D _ -2.524 ',' ..... 3 3'269.1 . " 30-~ 2·93 :~'."' '3 ° -·· 1 .• 102·-· ',·' ,4_ 3'13:6. 0 30 .29-3' .-. 4 -~:i:.66' 5 . 3136~'0 30~ 293-. -V2 6 3136.0 30.293 :5 .947 7.,; -· ·313.6. 0 3'0. 2·93 15_. -.947 3··-·3136. ·o · 30~29-3'. V3 . ~ 0:O.O' 9 3,136 .• 0 30.293· 7 · ~.947 ; L 10. ·3136.0 3·0 ~ 293 .8 ·-.9'47- '11 3'1;36 ~ o-· '30~ 293 ·. 'V4 · • o·oo · 12. ,-3136.0 30.;:29_3 8R .94-7 13-32p9-.1 30 .• 2-93 7R -.9-47 14 . 33.04. 6 3-0 •. 29.3 vs-• 000- , ... 15 2-390. 5 30.293 .6R. ..•. 947 16 ·• 0 ·• 000 5R -.94'7 ' .17 .o ·• 000 V6 .ooo .18 .o .000 4R •. 947 19 ._o, '. ._000 3R -1.102· ;_·20 -~O • 000 . 2DR 2 .·52'4 21 .o • 0·00 2R .659 AXIAL LEl .AXIAL. LD IN WEB· TOP CHORD + 3799ff. 4 31735.1 3554.5 30426.0 ', 2376'2 .• 6 ---. • 0 --.+. ia,527 .• 5 .-, . 6078.8. 7 -313,6. 0 60788.7 .,. 15965 .-8 .o +· 11404,~ 2, 8'0.665. 2 -. 3136' 0 8066'5. 2 .,.. .6842':-5 .o + 2280.8 ·. 87290. 7 .-3136.·0 '87290.7 + 22a-.o.· 3 • 0 ... ,6842. 5 '.8'.0'665. 2 ... 3136.0 80665.2 + ·11404.2 .o 15965.8 60788.7 3136-~ 0 60788.7 + 2·0527. 5 .o 23762 .• 6. 30426.0 ·-35,54.5 31735.1 + 3799.8. 4 • 0 ' ... ~ . ' . ~ , ' -....:,.,~"· . • -. ... •• •• ' • -~ j : -~· .. :-~ ,. ..::..~.._;, · ... · ;.. ...... ·.··.·. '.:.--.. : ........... --·· .. -~ .. . . . ' ' . .,,-._ ... ·. . : '. '-'·-~-~··:, ___ ·,: .. ~:-~:..·· .. -~ :~. ~--:;: '' AXIAL LD BOT CHORD .0 .o -· '45881::1 , -, .·o .o 72~83. 3' .o • ·o 85634.3 .• 0 .o .85634.3 .o .o 72383.3 • ·o .o 45881.4 .o .o .o ' .. : -:;; . .,. ,_ . .,_ ..... , ·~ --~ , . ,.,, ~·--' . ,,. -.. .,._,. ..... , ',· .. ' PURITAN-BENNETT 94-9-432 LIST. 39 T62 • May 18, 1990- **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 9873.8 .3291 -5063.7 LEND PANEL MP 9873.8 .4269 2910.3 L VAR PANEL PP 9466.5 .3155 -5063.7 L VAR PANEL MP 9466. 5· • 4401 2488. 7 INT PANEL PP 27158.9 .9053 -3029.3 INT PANEL MP 27158.9 .9874 1514.7 R VAR PANEL MP 9466.5 .4401 2488.7 R VAR PANEL PP 9466.5 .3155 -5063.7 REND PANEL MP 9873.8 .4269 2910.3 REND PANEL PP 9873.8 .3291 -5063.7 SEC DESCRIPTION . AXIAL LOAD K KL/R TC 46 L 3 X 3 X.281 87291. 1.00 27.1 BC · 4 6 · L · 3 X -3 -X • 2 81 · 8 5 6 3 4 • 1 • 0 0 10 8 • 3 SEC DESCRIPTION AXIAL STRESS CBRMP BC 46 L 3 X 3 X.281 27159. .9053 • BENDING STRESS 3943.5 901.4 3943.5 770.8 2359.2 469.1 770.8 3943.5 901.4 3943.5 BENDING RATIO .1314 .0321 .1314 .0277 .0786 .0169 .0277 .1314 .0321 .1314 I FLRS 1480.2DEV 2 151.5REQ 0 1224.2REQ TL BOTTOM CHORD EXTENSION= 0-10 1/2 · COMBINED RATIO .4606 .4590 .4470 .4678 .9839 1. 0043 .4678 .4470 .4590 .4606 LENGTH 39-3 0/0 -33-0 0/0 L/360 LIVE LOAD DEV= 938.2 PLF, L/240 LIVE LOAD TbTAL LOAD FOR DEFL = 1164.0 PLF. DEV= 1407.4 PLF **END PANEL DESIGN** AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 31735.1 1.00 57.6 0 2D 3-0 0/0 5 0/0 RIGHT 31735.1 1.00 57.6 0 2D 3-0 0/0 5 0/0 --------------**WEB DESIGN** STEEL FY = 50000. PSI •. "MIN VERT SHEAR= 5822.3 LBS. --------------END REACTION= 23289.3 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION ~ K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 27 L 2 X 2 X.188 1.00 89.2 + 37998.+ 42999. 13.6X .188 14.0+ .OB 2D 18 Ll-1/2Xl-1/2X.145 1 1.00 110.4 -4024.-5072. 2.0X .145 4.0+ .o 3 25 L 2 X 2 X.163 2 1.00 51.8 -23763.-28906. 9.8X .163 12.2+ .OB 4 17 Ll-1/2X1-1/2X.138 2 1.00 95.1 + 20527.+ 23697. 10.0X .. .138 12.6+ .OB V2 14 Ll-1Z2Xl-1Z2X.115 1 1.00 102.1 -3572.-4646. 2.lX .115 4.2+ .o 5 17 Ll-1/2Xl-1/2X.138 2 1.00 74.6 -15966.-15823. 7.8X .138 12.6+ .OB 6 22 L 2 X 2 X.137 1 1.00 111.1 + 11404.+ 15877. 5.6X .137 5.9+ .o V3 14 Ll-1/2Xl-1/2X.115 1 .1.00.102.1 -3572.-4646. 2.lX .115 4.2+ "''• 0 7 27 L 2 x. 2 X.188 1 1.00 111.9 -8469-. -8546. 3.0X .188 5.9+ .• 0 . 8 22 L 2 X . 2 X.137 1 1.00 111.1 + 8469.+ 15877. 4.2X .137 5.9+ .o V4 14 Ll-1/2Xl-1/2X.115 1 1.00 102.1 -3572.-4646. 2.lX .115 4.2+ .o 8R 22 L 2 X 2 X.137 1 1.00 111.1 + 8469.+ 15877. 4.2X .137 5.9+ .o 7R 27 L 2 X 2 X.188 1 1.00 111.9 -8469.-8546. 3.0X .188 5.9+ .o V5 14 Ll-1/2Xl-1/2X.115 1 1.00 102.1 -3572.-4646. 2.lX .115 4.2+ .o 6R 22 L 2 X 2 X.137 1 1.00 111.1 + 11404.+ 15877. 5.6X .137 5.9+ .o 5R 17 Ll-1/2Xl-1/2X.138 2 1.00 74.6 -15966.-15823. 7.8X .138 12.6+ .OB V6 14 Ll-1Z2Xl-1Z2X.115 1 1. 00 102.1 -3572.-4646. 2.lX .115 4.2+ .o 4R 17 Ll-1/2Xl-1/2X.138 2 1.00 95.1 + 20527.+ 23697. 10.ox .138 12.6+ .OB 3R 25 L 2 X 2 X.163 2 1.00 51.8 -23763.-28906. 9.8X .163 12.2+ .OB 2DR 18 Ll-1/2Xl-1/2X.145 1 1.00 110.4 -4024.-5072. 2.0X .145 4.0+ .o 2R 27 L 2 X 2 X.188 2 1.00 89.2 + 37998.+ 42999. 13.6X .188 14.0+ .OB :PUR:CTAN-<BENN·ETT. 94;..9,.. 432 . LIST ~9 T62 . .• , . . ,, --------~-----~---~~--~--**BRI.DGING R~QUIREMijNTS*-* ·· -----------~--~-~--~~---- '',' .•. '• ' ... . ': ' ~ ' '_'. ·. . . . May 18, 1990' TC RYY = 1.640., BC RY:Y = i.64.0, WLENj(TC RYY) == 284.742 WORKING LENGTH = 38.917 FT · . BRIDGING .SPACING DEVELOPED AT lS).458 FT FOR 1 ROW(S) OF H-BRIOGING. . ' . -. -. . -. ;;oi-i7.-~2e-i3isTANci-r:EFT-EITHER .SET .-oR :SPECIFIED. '. NQ'J;1;E,:· .·: ,2'I~"QI'S':rANCE, :.R~HT--EITHER SE:T OR .. SP~CIFI;ED~. ·. ,·.····: ' ~-~ . -. - ~ ., -· ' • • -· .I~,~ ' ~ -• ' -• -~. ·-·. -. -: ' ,- '' \ • -, ' -',I.. . .••• ' .. •, ---~ ',_ •• • ~ ' • . . ·. '. ~-. ! ,• •,. ' ..... . ·-·;' ~-.. : ,~ .. -_ ... " ::.. -_- . ' '. -.·, ..., -.. .. _-,: •, ~ ( ' ' . ~ '~: ' . . . .. ,_ .... ~ ,' ' \ .~ • •• PURITAN-BENNETT May 18, 1990 94-9-432 LIST 39 T63 32LH 426 39' Il-1/2 11 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** BRIDGING LEFT END RGHT END DEPTH BS LENGTH DEVELOPED STANDARD STANDARD 32.00 39-11 1/2 19.8 .**LOAD CRITERIA** -----------------TOTAL LOAD= 426. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 ACTUAL DEFL POINT INCHES LOADS 1.64 TL REQ .14 LL CONCENTRATED 2.000 KIP(S) TOTAL AT PP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ---·----------------·**BASIC DIMENSIONS** ··-· .. NOTE:. SPECIAL DIMENSIONS DEFINED!"'e- LEFT RIGHT. ·· ·LEFT ·RIGHT WK LENGTH END PANEL END PANEL 39.6250 4-0 0/0 4-0 0/0 VAR DIM VAR DIM INTERIOR PANELS 2-7 3/4 · 2-7 3/4 5 AT 5-4 0/0 'LEFT TC RIGHT TC END PANEL END PANEL 3-0 0/0 3-0 0/0 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 32 0/0 30 114 32 0/0 32 0/0 (ACTUAL) 30 114 30 114 (EFF) **TRUSS ANALYSIS** pp 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 LOAD-LBS 2390.5 3380.1 3344.6 3136.0 3136.0-3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 3136.0 -3344.6 3380.1 2390.5 .o .o .o .o .o • 0 EFF DEPTH 30.281 30.281 · 30.281 30.281· 30.281 30.281 30.281v 30.281'. 30.281 30.281 30.281 30.281 30.281 30.281 30.281 .000 .000 .ooo .000 .ooo .ooo WEB WEB MEM SLOPE 2 -.658 2D·. -2. 523 · 3 • 954 · 4 -.946 V2 .000 5 .946 AXIAL LD IN WEB + 38282.9 ---.. 3635.8 -·25601.8 + 20531.6 3136.0 15969.0 11406.5 3136.0 6 -.946 + V3 .000 7 .946 8 -.946 + V4 .000 8R .946 + 7R -.946 vs .ooo· -6R .946 + SR -.946 V6 .000 4R .946 + 3R -.954 2DR 2.523 2R .658 + 6843.9 2281 .• 3 3136.0 2281.3 6843.9 3136.0 11406.5 15969.0 3136.0 20531.6 25601.8 3635.8 38282.9 AXIAL LD TOP CHORD 31976.4 30637. 0 · .o 63529.8 63529.8 .o 83413.9 83413.9 .o 90041.9 90041.9 .o 83413.9 83413.9 .o 63529.8 63529.8 .o 30637.0 31976.4 .o AXIAL LD BOT CHORD .o .o 48616.8 .o .o 75128.8 .o .o 88384.9 .o .o 88384.9 .o .o 75128.9 .o .o 48616.8 .o .1 .o ,,., .• , ·. ' . -· '' ~ . ' ' ' . . . PURITAN-BENNETT · ·": .·· . 94,.;.9..., 432 LIST"· --39 T63 . . . ---~--~------~~-**CHORD DES.IGN*·* STE:jsL FY = !;>0000. PSI -----------~~---AXIAL. AXIAL MOMENT BENDING BENDING· COMBI-NED STRESS RATIO UNI LOAD STRESS LEND PANEL PP 8982.0 .2994 -5719.9. .IJ:038.2 L END PANEL MP 898.2. 0 • 38·88 .2668. 4 763. 5 L VAR PANEL .. PP 8605·. 7 2869 -·5719 9 4038. 2 · · L'VAR'PANEL . .'MP ·.· 860.5.7 :._:4274 .. -· .. 33·27:4. .· .952.1 · · I-NT PANEL ·pp. : · 2529-2.2:. '. ·:. ·• 8'.43·1·/· '.'_' -302·9 .• 3: . 213·a. 7 RATIO .1346 • 0270 .134:6 .·0·345. RATIO .4340 .4158 .4215 • 462'0 .. i, ' , . INT PANEL MP . · 25292. 2.. . :.9'83.1 15:14. 7· 433. 4 R VAR PANEL MP . 860-5.7 .4274 33.27.4 952.1 R VAR PANEL PP 8605-. 7 • 2869 -5719. 9 4038. 2 R END PANEL MP 8982 •. O •. 388'8 2668. 4 . 763. 5 R END ;J,=>ANEL PP . 8982.() .29·94 -5719~9 4038.2 • 0713 · --• 0156 .0346 .1346 .0270 .1346 .• 9144 .9986 .4620 .4215 .4158 .4340 SEC. DESCRIPTION , , . ·, . , ' .. AXIAL LOAD . K. , . KL/R' ,' . , I . TC 48 · L .. 3 ·.x: 3 --.. X.313· .. , .. 90042 •..• 75 ... 40·.7. 1554.6DEV FLRS . . LENGTH 0 ·_ 39-11 · 1/2 . 0 · 33-8 1,2 TL BC"46-: L·-·3-.-.X ... :,3-.-·:X.-281 8·8·3a5. 1 •. 00 '10.8.3-···,· 159.9REQ -_ . . . . _ . . ·.. 1285. 3REQ SEC DESCRIPTION . . . AXIAL STRESS· CBRMP BC 46 L 3. X 3· ·x~281' . '2801·5. .9~38 BOTTOM CHO:RD EXTENSION;= ·o-10 1/2 . L/360 LIVE. LQA,D DEV = _ ~33:. 5 ·PLF, J424-0 LIVE LOAD DEV -TOTAL. LOAD. FOR DEFL. = __ .1157 •. 7 PLF. 1400~ 2 PLF ----~~~--~ .... ~---~~----· .. ~*END PANEL 'DESIGN*·* '' ' -. . ---------------------. -. . AXIAL LOAD K KL/R_ · FLR WEB .TO.END BASEL NGM LEF'r 319 7 6 • 4 1 • 0 0 . 5 7 • 7 0 . 2 D 3-.0 0 / 0 NGM B. DEPTH 5 0/:0 5 0'/0 RIGHT 31976.4 1.00 57.7 ·O 2D 3-0 010 .. . ·--------------**WEB DE·S-I'GN'**: STE.EL .FY ·= so:o·o.o .-,PSI., i 'MIN, VERT ·S·HEAR = ---, --. --------: . --END REACTION = 'WEB NO 2 27 2b 18 · 3 --25 4 17 V2 14 5 17 6 22 V3 ·14 . 7 ·27 8 22 V4 14. 8R 22 7R 27 -V5 14 6R 22 5R 17 V6 14 · 4R 17 3R 25 2DR 18 ~R 27 . _ ·. REQ . DEV DESCRIPTION .. , :--Q · · K KL/R AX_ LOAD AX _LOAD L 2 X 2 X.188 2 1.00 89~2 + 38283.+ 42999. Ll-.1/?Xl-1/2X •. 145 1 ·1.·00 110~4. -. 4120.-. 5.075. L ·2 · X 2 ·-X.163· ·-·2--1.00 -55.5 --25602".-·28212. ·Ll.:..1/.2Xl-1/2X~138 2.·1.00·' 95.!1 .. + 20532~+ 23697. L1~1/2Xl-lj2X.115. -1 1.0-0 102.0 -. 3586.-4648. 1i1·..,.·1,2x1-112x .• 138 ··-·21.00 74.6 -15969.-15825. L 2 X 2 X.137. 11.00 111.0 + 11406.+ 15877. Ll.,..._1/2Xl~1/2X.J115 1 1 ..• 00 1·02.0_ -35"86.,-4648. L 2 X 2 X.188 1·1.00 111 •. 9 -8526.-8549 • L 2 X .2 X.137, 1-1.00--111~-0 + '8526.+ 15877. L.l,;-1/2~1-,J:./2X.115 1 .. 1.00 -102.0 -. 3586.-4648. L·. 2. X 2 X.137 l 1.00 111 .• 0 +· ,8526.+.15877. L. 2 X 2~ X.188 1 1.-00 111.9 -. 8526.-8549. Ll-1/2Xl-1/~'X.~1,15. 1 1.00 1.Q2.0 -· 3586.-e 4-648. L 2 X 2 X.137 l 1~00 111.0 +.11406.+ 15877. L1-1/2Xl-1/ZX~138 . 2 1.0d. 74~6 -15969.-15825. L1-1/2X1-1/2X •. 115. 1 1. 00 102. O· --. 3586. -4648. L;J..-1/ 4Xl-'1/2X .138 2 1. 00 95 .1 + 2·0532-.+ 23697. L 2 X .2 X •. 163_ 2 1.00 55.5 -25·602.-2·9212. Ll-1/2~1..,_l/2X.145; 1. 1.00 110.4 -·4,12Q.-. 5075. L 2. X 2 ·x.1'88 2 LOO 8'9 •. 2 + 3e2e3.+ 42999. . .. ... . ~. -. ''. . -~ . 5860. O LBS' • 23440.1 LBS. REQ· FILLET .AVBL WELD SIZE WELD SLOT 13.aX .188 13.8+ .OB 2.0X .145 4.0+ .O 10.6X .163 12.4+ .OB 10.ox .1~a--12.5+ .OB 2.lX .115. 4.2+ .O 7.8X ~138 12 .• 5+ .OB 5 • 6X • 1.3 7 5 • 9+ • 0 2.lX•.115 4.2+ · .O 3 • 1x--· • 1'8 8 . ·5 • 9+ • 0 4.2X .137 5.9+ .O 2.1x .• 11.5 4~2+ •. o 4.2X .137 5.9+ .O 3.lX .1&8 5w9+ .O 2.lX .115 4i2+ .O 5.6X .137 5~9+ .O 7.8X .138 12.5+ .OB 2.lX .115 4~2+ .O 10.0X .138 12.5+ .OB 10.6X .163 12~4+ .OB 2.0X .145 4.0+ .O 13.8X .i88 13.8+ .OB . _, ..... ' . PURITAN-BENNETT 94-9-432 LIST· 39 T63 ••• -------------------------**BRIDGING REQUIREMENTS** ------------------------- . . -• _ May 18, 1990 TC RYY = 1.647, BC RYY = 1.640, WLEN/(TC RYY) = 288.675 WORKING LENGTH= 39.625 FT BRIDGING SPACING DEVELOPED AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. -------------------------NOTE: 2D DISTANCE LEFT EITHER SET OR SPECIFIED. NOTE:· 2D DISTANCE RGHT EITHER SET OR SPECIFIED. .'.'. -. -· ····', . •' ,' . -~ - . . •• PURITAN-BENNETT.. Ma:y. 1~, .1990 ·9.4-9---4;3·2 ·--LIST ·3·9 T73 32LH 4·26 39( .. 11-3/411 .. -----------~-----~-------~-~------~---~--------------------~-----~------------** l;.iONG SPAN JOIST DESIGN REQUIREMEN':1:'S** $JI S_PECS VULCRAFT ENG DEPT** ---+---------------------~-~------~~---------------~-~-------------~~---------:BRIDGING. LEFT END RGHT END ACTUAL DEFL POINT DEPTJI . :ss· ;LENGTH DEVELOPED STANDARD STANDARD INCHES LOADS 32 ~ 00 .. 3:9-11 3/4 . 19. 8 1. 64 TL REQ .14 LL --------~~~-~~---._._ ... ·*·*L'C)AD CRITERIA** : .: ~ ::·· -~--..:..-·--.:.::·~~--~~~-~-~· ·~ . : TOTAL LOAD:;= 426. PLF, ,LIVE LOAD--= 96. PLF. I . LIVE LOAD' DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPEC~FIED AS L/240 . CONCEN'rRATED 2 .• 000 KIP (S,) TOTAL· AT pp· _ 1 2 · 3 4 5 6. 7 8 9 10 ..... · .. ." · .· ·. · .. :,.11213.··14·15 -------------~------------~ ,:' ·-. ' --~·:_·_ :~_*T.CX/CANT LOAD CRITERIA*·*·.· .. ::,-:..: .. :,:_ '._ ---~-~-,-~-----------:-i----:--- L. TCX LOADS: .. UNIFORM = 469. PLF· • . ---~---------~-----~ **BASIC.DIMENSIONS** NOTE: SPECIAL DIM~NSIONS DEFINED-- ' :: ' . --------~-------~--~ _ . . LEFT · RLGHT _ . LEFT . · . · RIGHT r ··· . WK LENGTH· · END PANEL END PAN-EL · VAR DIM VAR DIM · INTERIOR PANELS '..l9.6458-4-0 0/0 4-0 0/0 2-7 7/8 2~ ·7 7/8 5 AT 5-4 0/0 ,---:-.... LEFT TC RIGHT TC· END PANEL END PANEL _____ 3-:-0 0_/0 3-0 . 0/0 DEPTH · . DEPTH · 0EPTH ... ·- . -= LEFT ·CENTER.··' RIGHT · · · . . . ·-3·2 0/:0 .. 3'2 0/0 3·2 0/0 (ACTUAL) . ,._ ~ ·, . 30 1/4 _ 30 1/4 · 30 l/4 (EFF) .. --~--------~----~-,. , '~*TRUSS· -~:A:~.,~:srs-~~--, .. _·:-.' 1-,. ' ,.· -•. ,• .-' .• • • ' . ., . TCX LEFT TCX RIGHT o-2 0/0· o-0 0/0 j • ~---------------~--' pp 1 2 3 4, 5 ·6 7 8--- . 9 10 11 12 ' 13 14 15 16 17 18 19. 2·0 ! . 21. ' ' .. F, i i • J ••• .. ::-'- · " · EFF .. -·WEB : WEB · . LOAD-LBS. · · DEPTH· MEM . -SLOPK .. AXIAL 'LD .· ·--IN: WEB 23'.90.5 . 3·0.2!81· 2 .:....658 . + ·-33·a-2. 3 · 30 .2:81 20 · -2 .:s23 --334'6".8 30.281 3 ..• 950 ,... 31-3 6 .'0-· 3·0. 2-81 4 ..-.• 94:6 .+ .3~1.36-. O --30 .-.281 , V2 :: ,_ • 000 ·--· -- 3136.0. ~0~281 5 .• 946 3136.0 30.281 6 .-.94,6 + 3136.0 3·0.281 .· V3 . ·_ · .• ooo, 11J~·:·2 ~2: ~:1 r · -: itf * 3136.0 30.281 V4 .• 000 3136.0 30.281 8R .94~ + 3346.8 30.281 7R -.946 3'38-2.3 ·, . 3:0.281---V5 -.Odd .. ,.,. , 2390. 5 30. 281 6R •. 9.46 + • 0 •. 0 0 0 5R. --• 9 4-6 , ..... · -: g -: ggg : x~ :, · · : ~ 22 · ~ : • 0 •. 0 0 0 3 R -• 9'5 0 .-0 • 000 2:DR 2 ~ 5-23 .O .000 .. 2R ., .• 658 + 38291.0 3638.2 2·5657 .8· 205,3:1. 6 · 3·136 •. o~ 15,969.0 11406~5 3136 •. 0 6.843. 9 228.1. 3 3136-. 0 2281.3 6843.9 3136.0 11406.5 15969.0 . 313.6-. 0 •' 2•0531. 6' . 25657.8 36~8. 2 3829·1. 0 . .AXIAL LD TOP CHORD . 31983.2 30642.8 ~-• 0 63-610 .1 .63610.1 .o 834'94. 1 · 83494 •. 1 • 0 90122.2 · 90122. 2 .o 83494.1 83494.1 .o 63610.1 63610.1 .o 3064.2. 8 31983.2 .o .; ••. ' •. ~-;.;. -~--.:-~ -.~'I... t .... •-: .•. . ~. -~... .. ' .. : -..... . ~ .... --.. ,. . --~ -· ~ ' ... '.... . ... ~ .... . . . -,. . . .- -.~.~ ·--. .: . .:: ..!. ,·:c, •• ·,. ~·---· _.,' . •. ' . ". ;"' --·~,· . ·: ~: ,.. · .. AXIAL LD BOT CHORD .o .o 48697.0 • 0 . ' • 0 752·09 .1 .·o .o 88465.1 .o .o 88465.2 .o .o 75209.1 .o .o 48697.0 .·O .o .o ...... •. -· . -; .. •' ..... ,,_.. ,, , .. ,, r ... i . I • • =.:PURITAN-BENNETT 94-9-432 LIST 39 T73 May 18, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL STRESS LEND PANEL PP 8983.9 LEND PANEL MP 8983.9 L VAR PANEL PP 8607.4 . ·L VAR PANEL MP 8607.4 . INT PANEL PP 25314.8 INT PANEL MP 25314.8 R VAR PANEL MP 8607.4 R VAR PANEL PP 8607.4 REND PANEL MP 8983.9 REND PANEL PP 8983.9 SEC ·DESCRIPTION TC 48 L 3 X 3 X.313 BC. 46 L 3. X 3 X.281 AXIAL MOMENT RATIO UNI LOAD .2995 -5741.0 .3888 2660.8 • 2869 -5741. 0 .4283 3352.8 .8438 -3029.3 .9839 1514.7 .4283 3352.8 .2869 -5741.0 .3888 2660.8 .2995 -5741.0 AXIAL LOAD K KL/R 90122 .. 75 40.7 88465. 1.00 108.3 BENDING STRESS 4053.0 761.4 4053.0 959.3 2138.7 433.4 959.3 4053.0 761.4 4053.0 BENDING RATIO .1351 .0270 .1351 .0349 .0713 .0156 .0349 .1351 .0270 .1351 I FLRS 1554.6DEV O 160.lREQ 0 1287.lREQ TL COMBINED RATIO .4346 .4158 .4220 .4632 .9151 .9995 .4632 .4220 .4158 .4346 LENGTH 40-1 3/4 33-8 3/4 SEC DESCRIPTION ·AXIAL STRESS CBRMP BC 46 L 3 X 3 X.281 28040. .9347 BOTTOM CHORD EXTENSION= 0-10 1/2 L/360 LIVE LOAD DEV= 932.0 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 1157.5 PLF. 1398.0 PLF **TCX DESIGN** SEC L 48 TC 40S BR BENDING MOMENT 78. REQ S .003 DEV S 1.416 REQ I .ooo DEV I 3.024 DEFLC IN. .017 LENGTH o-2 0/0 0-6 0/0 BEARING DEPTH 5.00 **END PANEL DESIGN** AXIAL LOAD LEFT 31983.2 RIGHT 31983.2 K 1.00 1.00 KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH 57.7 0 2D 3-0 0/0 5 0/0 57.7 0 2D 3-0 0/0 5 0/0 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 5861.1 LBS. WEB NO 2 27 2D 18 3 25 . 4 17 V2 i4 . 5 17 6 22 V3 14 7 27 8 22 V4 14 8R 22 7R 27 V5 14 6R 22 SR 17 V6 14 4R 17 3R 25 DESCRIPTION L 2 X 2 X.188 Ll-1/2Xl-1/2X.145 L 2 X 2 X.163. Ll-1/2Xl-1/2X.138 Ll-1/.2Xl-1/2X.115 Ll-1/2Xl-1/2X.138 L 2 X 2 X.137 Ll-1/2Xl-1/2X.115 L 2 X 2 X.188 L 2 X 2 X.137 Ll-l/2Xl-1/2X.115 L 2 X 2 X.137 L 2 X 2 X.188 Ll-1/2Xl-1/2X.115 L 2 X 2 X.137 Ll-1/2Xl-1/2X.138 Ll-1/2Xl-1/2X.115 Ll-1/2Xl-1/2X.138 L 2 X 2 X.163 END REACTION= 23444.6 LBS. . REQ DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 1.00 89.2-+ 38291.+ 42999. 13.8X .188 13.8+ .OB 1 1.00 110.4 -4123.-5075. 2.0X .145 4.0+ .o 2 1.00 55.6 -25658.-28190. 10.6X .163 12~4+ .OB 2 1.00 95.1 + 20532.+ 23697. 10.ox .138 12.5+ .OB 1 1.00 102.0 -3587.-4648. 2.lX .115 4.2+ .O 2 1.00 74.6 -15969.-15825. 7.8X .138 12.5+ .OB 1 1.00 111.0 + 11406.+ 15877. 5.6X .137 5.9+ .O 1 1.00 102.0 -3587.-4648. 2.lX .115 4.2+ .O 1 1.00 111.9 -8527.-8549. 3.lX .18~ 5.9+ .O 1 1.00 111.0 + 8527.+ 15877. 4.2X .137 5.9+ .O 1 1.00 102.0 -3587.-4648. 2.lX .115 4.2+ .O 1 1.00 111.0 + 8527.+ 15877. 4.2X .137 5.9+ .O 1 1.00 111.9 -8527.-8549. 3.lX .188 5.9+ .O 1 1.00 102.0 -3587.-4648. 2.lX .115 4.2+ .O 1 1.00 111.0 + 11406.+ 15877. 5.6X .137 5.9+ .O 2 1.00 74.6 -15969.-15825. 7.8X .138 12.5+ .OB 1 1.00 102.0 -3587.-4648. 2.lX .115 4.2+ .o 2 1.00 95.1 + 20532.+ 23697. 10.0X .138 12.5+ .OB 2 1.00 55.6 -25658.-28190. 10.6X .163 12.4+ .OB ,, ·--· '•, ·,···· ... ;,, .. · PURITAN .,.BENNETT · 94 ... 9..: 432. · LIST. 3.9 :. · · ···T73 ... . .·May 18, 19.90 ~---~--~-~--~-- **WEB _DESIGN-** · ·STEEL ;F'Y :;;. 50000. PS-I • MIN VERT SHEAR = . -END. REACTION = ·--~-------~-~-- WEB NO DESCRIPTION .. 2DR 18 .Ll.;.lf2XJ,.-1/2X.145 ·2R 2·7 ·L 2 X 2 X.188 ----~~~------~--~--~-~--~- Q K. 1 1 .• 00 2· 1 • .0.0 . . . . E,EQ .. DEV .KL/RAX J:sOAD AX LOAD 1'10.4 -4123.-5075. &9.2 + 3g2g1.+ 42999. .. *tBR!DGING .REQPIREME;NTS:*·-~ . · --.. .... · . .:;C-RYY-;--i:~4~7~BC-RY.Y-.: 1.· 640.,. ~LEN/ (TC RYY:) = 288. 827 ,,, ' ,. 5861.1· LBS. 23·444. 6 LBS •. REQ FILLET AVBL WELD SIZE 'WELD SLOT 2.ox .145 .4.o+ .o 13. ax .1a-a 13 ~:a+ . OB '. .,.';_ , . . ' . WORKING LENGTH == 3 9. 646 FT . · · BRIDGING SPACING DEVELOPED AT 19 .823 FT FOR J,. ROW(S) OF H-BRIDG:fNG~ -------------------------ijOTE: 2D. :DISTl~N.CE LEFT EITHER SET OR SPE<:!IFIED-. NOTE: ... 2D .DISTANCE RGHT EITHER. SET. OR SPECIFIED • . •': . ~ ' . '~ ._ . -r·-, -~ ' •. •' -1_, • ---~ ·- • ~ ·~ • •• t ~ •••• 1 '. ·, . ' .. '. -,· -.... .. , .... -· . ~ . ' ~ ~ . . . : . -. .. . ~ ' .. '~:····_ . ·. ,,_ , •• -~ "! • ., • tt , . . ' . . ... ~ __ , ~ ' ' . ', •' . ,.. ~,. . ..-' .. ;; -·-·-... i·,-·•·•• -,;;'-...ia •.,-,.·-:• ~:fc:•:,,.i:.,,.,,r:, ...• ·-.~l.1 ~ ... ~ ..... . ,,.,... ' . ~-',.. -, . . . . . -.. ··,·' •• • .-i,_ . . ~ .... ... ~ -. -.· .. · ....... ·· ... , ' : • ;k:, ' .......... ' ,.'. -:-·-.···'. ·~. ~ . • ,. ~ • .-+ • •,·~· • -J ' ' ~ • ·~;··-• ' .. , ' -~ : ..... • • -·-•• • • • ·-• • •• " •• : .., ... 7 • -• ~ ·-_, • -·.' --~ -,~ ~--.. , :_ -~· -~ .. : .-, : • :-·_. ~ " :~. , . ~ : : , , .. ,. . . ~ • • -.-:: , . • • •. , _ ... ._: ~ ; r'"': -·:: '~· , <' -: ·: ~ • --,,.., . ••• • :., •. -~_.._,,_ ••• • .. , ,,~.~'.-:, ! ·"•'•u.· •.i ··~vr\.•.• · 1 •··~·: •• ', ·:-,e•;j~.:...,.Y"j.:~~:~~-~,,,._·-.~~-.;-; ·-·~ .. ·· • PURITAN-BENNETT May 22, 1990 94-9-432 LIST 40 T79 32LH 516 39' 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES LOADS 32.00 39-11 1/2 19.8 1.59 TL REQ .14 LL **LOAD CRITERIA** TOTAL LOAD= 516. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 CONCENTRATED .600 KIP(S) TOTAL AT PP. 3 7 10 14 CONCENTRATED 1.200 KIP(S) TOTAL AT PP 4 5 6 11 12 13 ----------------------** CONCENTRATED LOADS**· .. FROM LEFT END BASE LENGTH TOTAL LOAD LIVE LOAD KIPS .ooo .000 MOMENT DISTANCE 5-1 3/4 15-1 3Z4 19-11 3Z4 22-5 3Z4. 32-5 3l4 PROXIMITY IN INCHES 1.00 1.00 -1.00 FROM LOAD SUPPORTING WEB MEMBER TC TC TC . TC TC KIPS 1.800 1.800 2.000 1.800 1.800 . -· .-. 000 -· -. . .• 000 .. 000 PP TO PP 3 3 7 7 9 9 -1.00 10 10 -1.00 14 14 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED----------------------LEFT RIGHT WK LENGTH END PANEL END PANEL 39.6250 3-6 0/0 3-6 0/0 LEFT TC RIGHT TC END PANEL END PANEL. 3-6 0/0 3-6 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 32 0/0 30 118 32 0/0 30 118 32 0/0 fACTUAL). 30 118 EFF) . ------------------**TRUSS.ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 860.0 30.177 2 -.754 2 1263.1 30.177 Vl .ooo 3 .3448.1 30.177 ·3 1.609 4 2490.0 30.177 4 -1.006 5 2490.0 30.177 V2 .ooo 6 2490.0 30.177 5 1.006 7 3690.0 30.177 6 -1.006 8 1290.0 30.177 V3 .ooo 9 3290.0 30.177 7 1.006 10 3690.0 30.177 8 -1.006 11 2490.0 30.177 V4 .ooo 12 2490.0 30.177 9 1.006 13 2490.0 30.177 9R -1.006 14 3690.0 30.177 V5 .ooo 15 1005.1 30.177 BR 1.006 16 1220.1 30.177 7R -1.006 17 860.0 30.177 V6 .ooo 18 .o .000 6R 1.006 LEFT RIGHT VAR DIM VAR DIM INTERIOR PANELS 1-6 3/4 1-4 3/4 . 6 AT 5-0 0/0 AXIAL LD AXIAL LD AXIAL LD 'IN WEB TOP CHORD BOT CHORD + 31976.4 25527.0 .o 1263.1 .. 25527.0 .o 21185.5 .o 36707.9 + 20512.0 51169.5 .o 2490.0 51169.5 .o 17000.9 .o 63155.6 + 13489.8 72666.3 .o 2490.0 72666.3 .o 9978.7 .o 79701.5 + 4775.4 83068.3 .o 1290.0 83068.3 .o 2956.4 .o 85152.7 1682.7 83966.3 .o 3690.0 83966.3 .o + 6885.9 .o 79111.5 10397.0 71781.3 .o 2490.0 71781.3 .o + 13908.2 .o 61975.7 ,· .,. . ' . -. : ": ~ . ,• ,',, • ,', •, • • •' I : . , . . ' . ': . '' •·· ... ,.• ' ' -.. ' . . ,. ' ,_ -2 ,.; ... ' ,' ~, -<.. ~ . .. ·. ,,, .~--' ' . ' ' ' . ' . '~) , . 'PURITAN-BENNETT . -. · 94-9~ · 432· LIST· , 4.0 .: · · ·.T79.. .. . .. ' ' ' ------------------' ' ' ·**TR'OSS ANA:t,.YSIS-** , · Mc!.y' 2'2., 199·0 ·. ------~--~~~--~-~~ E·FF WEB WEB · :AXIAL LD PP LOAD-LBS DEPTH MEM · SLOPE. IN WEB 19· .o -.ooo· 5R .-'1.0ff6 17419.3 20 ~o .ooo v1 .ooo 3690.o --2J; .... 0 ... . • 000 . 4R 1. 0.06. + 22-62-2. 5 -22-.... · · ·. .. • O" · • 000 <3R "-1-. 8:02 -,;-·. 19'4-98. 7 .. ····23······· ··--o .. ·. ocro·0 ·v8·· .:·ocro:··-··:·122b.1 · · 24. · .. · :·o · · · -·:.00:0· ~R . 754 -+ .~033-3. 8:· -' . . " . ----------------·**CHORD DESIGN** STEEL FY = 5QOO.O. PSI -------~---~~-~--AXIAL· AXIAL MOMENT . STRESS . RATIO UNI .LOAD ·:·.LEND PANEL pp· ···6624.:8 .... , .2208.:.., · ..:6243~7 AXIAL LD TOP CHORD 49694. 6· 49694.6 .o '2428·2. o· .· 2.4-215. 7· · ' .o BENDING STRESS _. 3460.3' 124'3 .·6 ·.:ti.END PANEL MP-'-.... · 6624.8.. : .2sn-8 __ ~, .. ~57'.6.1.5 __ ... · L-,VAR PANEL ,PP ... · ... · 66.~4 .•. 8 .· ...• 2-2.08. . . 624.3 .• 7 .. -.. , . L VAR PANEL MP · · · -6624 .• 8 -.• 25-17 -1111.4 . 3-460 •. 3 615· •. 9 1787.3 348.1 697.9 3499.5 1237.4 3499.5 -__ . · '-::':INT PANEL -~PP ~'-22·09·,a.:9 ., • 7366,:--·· -3225,. 0 · 'INT PANEL MP· . 2179'1 ~ O·. • 8:4 78 .. --. 1612. 5· .. R VAR PANEL MP 6301:7 .2-3:6i5 ·-125'9.2 R VAR PANEL PP . 6,301.7 • 2.10·1 · -6314. 6 . R" END PANEL 'MP -. 6.284. 5-. · . . • 2'825 5732 •. 5 ·-~ :R ~HfD. P}lliEL ·-pp: 6284. 5 ·· • 2'095 =: . ·: · --6314. 6. ·,·'. . AXIAL. LD. BOT._CHO~D -·• 0 • O' 33745 .• 0 . ' • Q: . -'66. 3. . • 0 BENDING RATIO ;. .·1153 COMBINED RATIO .-3.3'62 • 0454 .1153· .0217 • 0596 '· · · .0126 . .0245 .1167 .0450 · · • 34-32 . ·• 3-362 .• 2734 .7962. .• 116'7 · • 8604. .2611 .3267 .3276 • 3261.,· .. SEC DESCRIPTION AXIAL LOAD. K KL/R I FLRS LENGTH 3,9.:..11 1/2 34-8 1/2 T.C 51. L3-1/2X'3-,1{2X. 28-7 -83966. • 75 3.2. 5 BC 43 L 3 X. · ~ X. 250. 8~'15·3 •. 1. 00 101. 3 1506. 4DEV ·o 159.9REQ Q 1:211. 3REQ Tl:.i . Be· sl~ DfSC~IPIId~ x. 25·0:··· ... A..X_IA~9-~I~~$S ~~r.1f · -,. -. BOTTOM ·CHORD EXTENSION = 0-lb 1/:2 --· -· · : · -_ L/3·60 :'LIV:E· LOAD DEV =. 9'04; 5 PLF'/ L/24:.0 LIVE ·· · · TOTAL LOAD FOR DE·FL' = · lO 91. ·o·· PLF. · .. -. ;LOAD DEV= -~-----------~------**END PANEL DESIGN** · 1356.a· PLF : ~-.~-:---:-:-~iiri~~LOAD;:::'.'.~~-:K ... :, ,'"' KL/R:.-. 'FtR,::' 'w:ii·B '~·.TO .:END' ·· LEFT . 25·527.0 1.00 57.:9 · o·.·., V · · · 3--6 BASEL· NGM NGM B. DEPTH· 0/0 . 5 0/0 . .. RIGHT 24:215 ~ 7 1. 00 :57. 9· o· ~ . --v ·-·-3;,.. 6 -------~-~-----' 0/0 5 0/0 · **WEB DESIGN**: .-·~TEEJ:.. FY = 500.0.o .• ·. PSI.. . MI:N VERT SHEAR = '* ·5029. 5· LBS. ---..--,----------. . . ··END REACTION = 20117.9 L;BS. .. . -' ---. .. · · . : · .-REQ. DEV REQ FILLET' AVBL. -~--WEB ·No DESCR.IPQ?ION . , .. . . Q· K · -'KL/R, AX LOAD A~ LOAD WELD SIZE . WELD S!,JOT 2 ·22 L .. 2 X 2 X.137 .2 .1 .• 0.0-_80 .• 2 + 3197'6.+ 31754 •. 15.7X .137·1·5.9+ .OB Vl 18 Ll-1./2X1-1/2X.JA5, .. J, 1.00 .. 1-02.3 -. 1683:.-58'70 •. 2.ox .145 ·4.2+ .o 3 .20 Ll-1/2Xl-lt.2X.:170 . 2.1 .• 00, .. 60.4--,21185.--21789. 8.4X .170· 11.6+ .OB 4 17 L1~1/2Xl-1Z,2X •. 138 2 1 .• ;(:)0 · 91. 8 + ·205'12·.+ 23697. 10. OX .138 ;I.2; 6+ • OB V2 ·14 Ll"."'1/.2Xl-:-1,Z2X.115: 1 1.00 101.7 -2910.-4672. 2.ox .11,5 4.2+ .o 5 18 Ll-1/2X1-1j2X.145 2.1~00: 72.1 -17001.-~7012. 7.9X .145 lZ.6+ .OB 6 2~ L 2 X 2 X.163 . 1 1.00 107.7 + 13490.+ 18763. 5.6X .163 5.7+ .O V3. 14, Ll-1/2X1-.1/2X.115 1 1 .• 00 .101.7 .., 2910.-4672. 2.ox .1~5 4.2+ .o 7 29 L 2 X 2 X,.213 1 1.00 1·08.4 -· 9'979.-10253. 3.6X .188 5 •. 7+ .O 8 18 Ll-1/.2Xl-i/2Xw145. 11.00144.2 +·-7092.+ 12419. 3.~X .145· 5.0+ .O -V4 8 Ll-1/4Xl-1/4X.111-·' 1 1.00-12.2.4 ---1710· .• -2641. 2.0X .111-3.8+ -.·O 9 2$ L 2 X .2 ·X.163 · 1 LOO 107.7 ,.;., -7092 .... 8"0'44. 2.9X .1-63 5.7+ .O 9R 25 L 2 X 2 X.163 1 1.00· 1.07.7 -7092."."' 8044. 2.9X .163 :5.7+ .O V5 14 Ll-1/2.Xl-1/2X.115 · 1: 1.00 101.7 -· 4110.-4.672 •. 2.4X .115 4.2+ .O 8R 1,8 Ll-1Z2Xl-1/.2X.145 1 1~00 144_.-2 + 7092.+ 12419 .• 3.3X .145 5;0+ .• o 7R 14 L1-1{2Xl-1/2X .• 11'5 2 1. 00 71. 7 -, 1.Q397 ! .,. 12.997. . 6. lX .115 1.2. 6+ • OB V6 14 L1-l/'2Xl-1/2X.115 1 LOO ·101.7 _:_ 2910.·-. 4672. 2.0X .115· 4.:2+ .O 6R' 2T L · 2. X. 2 · X.188 . 1:1.00 '108.1 + 13908.+--2150.Q. 5.0X .188 · 5.7+·" .O 5R 2·0 L1-1/2Xl-1/~X.170 2 1.Q.b 7;?.4 ..,_ 17419.-.19720. 6.9X .170 12~·6+ .OB ·: -., ~ ··. -~ ' ; . ~ .. . .. . . . . ·-~ , • -:,1,,.,v, ~~-,i ,;' ,.:• •-. _. •,:-; • • ".' •::: _·' •: 1~~ ·,·.,, i -~: 'J'~, ,..., •').,., • •• , '•;1 -~.,. .. ' PURITAN-BENNETT 94-9-432 LIST 40 T79 .. **WEB DESIGN** ·STEEL FY WEB NO DESCRIPTION V7 14 L1-1/.2X1-1/.2X.115 4R 17 L1-1Z2X1-1Z2X.138 3R 2D L1-1Z2X1-1Z2X.170 vs ·1s·L1-172x1-172x.145 2R 22 L 2 X 2 X.137 •• = 50000. Q K 1 1.00 2 1.00 2.1.00 1 ·1.00 2 1.00 **BRIDGING REQUIREMENTS** •• May 22, 1990 PSI. MIN VERT SHEAR= 5029.5 LBS. END REACTION= 20117.9 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 101.7 -4110.-4672.· 2.4X .115 4.2+ .0 91.8 + 22622.+ 23697. 11.0X .138 12.6+ .OB 58.7 -19499.-22072. 7.7X .170 11.5+ .OB 10-2.3· -1640.-5870. 2.ox .145 4.2+ .o 80.2 + 30334.+ 31754. 14.9X .137 15.9+ .OB TC RYY = 1.837, BC RYY = 1.633, WLEN/(TC RYY) = 258.899 WORKING LENGTH= 39.625 FT ~~:~~:~~-~:~::~~-~~~~~~:~D AT 19. 813 FT _FOR 1 ROW ( S) _ OF H-BRIDGING. . . ' . . -~ . ····.·: '~ . ' ' •' .. - ' ' • PURITAN-BE-NNETT May 2.2, 199,0 · · 94...:.9...; 4·32 LIST 40 i;rao 32LH: ·516 · _3·9' r1-11i 11 ;;;;-LbNG-sPiN-JOIST'~-DESIGN-~REQU:IREMEtiTs;;--~--SJI-SPECS _____ VULCRAFT-ENG-DEPT;;;; --~~-------------~~--------.-------~----;--~~---,--~--------------~--------------- DEPTH BS LENGTH 32. 00 3:9-11 1/2 . BRIDGING DEVELOPED LEFT END· RGHT END STANDARD ST-ANDARD 19. 8 . ---~-~~----~-----"**LOAD· CRITERIA*:*·. · ·_ · .. · · · . .. . ' • • ~ '-. ' y • , ' < ... , '' ' ·, • • --~ • • ,, • • ' · ··TOTAL-£6io"'":---;i6·~ ·PLF/ rirvE. °:LQAD - LIVE LOAD .DEFLECTION SPECIFIED AS L/360 TO':l:'L I.iOAD DEFLECTION SPECIFIED AS L"/240 .:. ... -_, ,', . ' ... '. \ 96-. PDF. . . CONCENTRATED. • 6 0 0 KIP ( S) T.QTAL AT . PP . . 3 _ 7 10. 1.4 . . CONCENTRATED .1. 2:00 KIP{$).. ·TOTAL· AT )?P . 4·· · 5 '6 11 12 13 ' ____ , ____ ,_, _____ ._________ . :. ·*-* CON.C:ENTRATED -.LOADS-** .. _:'·.:·· FROM. LEF.T END-BASE. LENGTH ~--------~--~--~---· . :T.OTAL LOAD . . KIPS LIVE LOAD' . "KIPS -.-MOMEN!I.1 -PROXIMITY DISTANCE .. IN INCHES FROM LOAD PP TO PP SUPPORTING . WEB MEMBER TC TC I"' TC 1.800 -1. 800 1.800 . ,1._ 8,00 ·· .. .• 00·0 .ooo .000 3 3 7 7 10 10 5-1 3/4 1.00 15-1 3Z4 . 1.00 22:-,5'3/4:. ·-1.00 I j' Tc·. . • 000 ~2-5_ 3"/4 .-1.00, J,4 14 -9"!--~------~-tl!"'--~--'!"9-·- **BASIC DIM:E;NSI'ON$** . NOTE: -SPECJAL DIMENSIONS. DEFINED-- LEFT RIGHT LEFT . -.RIGHT WK LENGTH 39.62~0 END PANEL -END PAN°EL VAR DIM -3;_ f> .. 0/0 ____ 3-~ 0/0 ____ 1~ 6 .3/4 VAR DIM INTERIOR PANELS 1-4 .3 / 4 6 AT 5-0 0/ 0 LEFT. TC!.· RIGHT TC END-PANEL EN-D PANEL· ~-6-0/0-.3-6 ·.0f0· ·: · DEPTH DEPTH DEPTH LEFT CENTER RIGHT · · . ·.: ~I~-~~;~;_!~~~f;'~--~g -~-'lg fliiY~µ) --... -~----~-.... :"' .. **TRUSS ANALYSIS** ----~~-~~~--~----- pp 1 2· 3 4 5 ;· '·6 7 8 9 10 1:1 . · .12 13 I 14 : 15 1·6 ;I.7 18 ·19 EFF· LOAD-LBS DEPTH . 8·.6~0, •. 0 ,. ~30 •. 301. 1263 .• 1 30.301: 3448 .1 3·0. 301 2 4 9 0 • 0 3 0 • 3·01 '2490.0_ 30.301. 2490.0 30.301 .. 3:6-90. 0 30. 301 1290.0 30.301 1290.0 30.301 3690·. 0. 30. 301 2 4 9·0 • o 3 o . 3 0:1 . 2490.0 30.301-2490.0. 30.301 3690.0 30.301·· 100-5 .1 30. 301" 1220.1 30.301 860.0 30.301 . o .•. o·oo • 0 .·000 · -~~ ·WEB WEB .. AXIAL LD· ·. MEM SLOPE IN WEB 2 ... -.758 .+ ~023~.9 Vl _ .00D 12~3.1: 3 1.616 -199a5.4 4 -1.010 ·+ .19063~0 V2 •. 000--2-490. 0 5 1.010~· -15559-•. 0 ·6 -·1.010 + 12-0-55.1 V3 .ooo 2490.o 7 1.0-10 8-551.1 8 -1.01.0:-· + '"3358.5· V4 .. · • 00-0 -1290·. O -9 . 1.·010 '15'43. 2 9R .. -i.010. -.2:72.1 V5 .ooo· -3690.0 .8R 1. 0.10 +. ·54,6·4. 7 7R -1.010 S96ff.7 V6 .·000 . 2490. 0 .6R -1. 0-10 · -+ : H!·4 72. 6 ·5R ~1.01q~:-~~15976.6 , •• ·r-~--<'·" J..f '• .~ L '--• •:: '. '·-~!-: .. '• ~. : -: AXIAL LD TOP CHORD 24,102.2 24102.2 .o .. 4.8030. 7 48030.7 .o 67459.2 67459.2 .o 75838.5 75838.5 .o 76732.8 76732.8 • 0 66577.9 .66577. 9 .o 46561.8 AXIAL LD BOT-CHORD .o :o 34618.5 • 0 .o 58977.6 .o .• 0 73475.5 .o .-0 76924:.2 .o .0 72888.0 • ·o .o 57802 .• 5 .• 0 • • • .:-:~ ... _. -----~-.:, ._.,. : } 1-~-~{X-t:::-._-._t :-: : .. ::·.-{:/:/:._ .;_:::.-~~;::~:;.f)~:::---'.·:·,· ,:~-: --·:.:··; ·::: -.-......... ~ .. .---. ·,-.;· ·, .. :·;~.: _· .:, 7 ··, 'r'"i:"". ':.,,,t, '':.~.:·,,,?.~,,~-.. -: ::;·~ _',.~:--~·"'-'·:,.,,~·:, ........... h..-!.., •• ..:> :-::.~·~:~--.,,:.-:.~\.:.'···"--.::•·;·:--~-~~_'::~;i:~v:·,-_,,, ~ ···:.r ...... ~_j,•'·,·"·f'"·.:,1•,_->:.:'1 · -~~ ,-.~,.~ •• '" t• .. ~....., ~-.,-~",,,'.•1,c· • • PURITAN-BENNETT 94-9-432 LIST 40 TSO . **TRUSS ANALYSIS** LOAD-LBS .o .o .o pp 20 21 22 23 .24 .. : • o·. .o EFF DEPTH .000 .000 .ooo .000 .000 WEB MEM V7 4R 3R · vs 2R -May 22, 1990 WEB SLOPE .000 1.010 -1.809 ·• 000 .758 AXIAL LD IN WEB 3690.0 + 21169.2 18337.3 1220.1 ·+. 28598.5 .AXIAL LD TOP CHORD 46561.8 .o 22796.3 22796 .• 3 .o AXIAL LD BOT CHORD • 0 31667.8 .o .1 .o **CHORD DESIGN** STEEL FY= 50000. AXIAL RATIO .2257 PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL.MP INT PANEL PP · INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND .PANEL PP AXIAL STRESS 6770.2 6770. 2· · 6770.2 6770.2. 21607.5 21553.a:_. 6403.4 6403.4 6403.3 · 6403.3 ·• 3175 .2257 • 2515 .7203 ·• 8263. -. 2·342 .2134 .3003 .2134 MOMENT UNI LOAD -6243.7 5761.5 -6243.7 · -1111.4 . -3225. 0 _. · ·1612. 5 -1259.2 -6314.6 5732.5 -6314.6 BENDING BENDING STRESS RATIO 4407.9 .1469 1648.5 .0585 4407.9 .1469 784.6 .0265 2276.8 .0759 461.4 .0162 889.0 .0299 4458.0 .1486 1640.3 .0580 4458.0 .1486 COMBINED RATIO .3726 .3760 .3726 .2779 .7961 .8426 .2641 .3620 .3583 .3620 SEC DESCRIPTION AXIAL LOAD K KL/R TC 48 L 3 X 3 X.313 76733. .75 38.2 I FLRS 1391.3DEV 0 159.9REQ 0 1098.BREQ TL LENGTH 39-11 1/.2 34-8 1/2 BC 42 L 3 X 3 X.227 76924. 1.00 101.1 SEC DESCRIPTION AXIAL STRESS CBRMP BC 42 L 3 X 3 X.227 29350. .9783 'BOTTOM CHORD EXTENSION= 0-10 1/2 L/360 LIVE LOAD DEV= 835.4 PLF, L/240 LIVE TbTAL LOAD FOR DEFL = 9 8 9 • 7 PLF. · _ ·· LOAD DEV= 1253.2 PLF ---~----------------**END PANEL DESIGN** AXIAL LOAD LEFT ·. ·-·24102. 2 RIGHT 22796.3 K 1.00 1.00 KL/R FLR WEB 67.9 0 · V 67.9 0 V TO END BASEL NGM NGM B. DEPTH · 3-6 Of.O. . . . · 5 0/0 . 3-~ 0/0 5 0/0 **WEB DESIGN** STEEL FY= WEB NO DESCRIPTION 2 25 L 2 X 2 X.163 Vl .18 Ll-1/2Xl-1/2X.145 3 20 Ll-1Z2Xl-1Z2X.170 4 14 Ll-1Z2Xl-1Z2X.115 V2 14 Ll-1Z2Xl-1Z2X.115 5 17 Ll-1/2Xl-l/2X.138 6 25 L 2 X 2 X.163 .. V3 14 Ll-1/2Xl-1/2X.115 7 27 L 2 X 2 X.188 8 18 Ll-1/2Xl-1/2X.145 V4 8 Ll-1/4Xl-1/4X.111 9 22 L 2 X 2 X.137 9R 22 L 2 X 2 X.137 V5 14 Ll-1/.2Xl-1/.2X.115 BR 18 Ll-1/2Xl-1/2X.145 7R 27 L 2 X 2 X.188 V6 14 Ll-1/2Xl-1/2X.115 6R 25 L 2 X 2 X.163 5R 17 Ll-1/.2Xl-1/.2X.138 -V7 14 Ll-1/2Xl-1/2X.115 50000. PSI. MIN VERT SHEAR= 4779.5 LBS. , END REACTION= 19117.9 LBS. . . REQ DEV _ REQ FILLET AVBL ., ..,, Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 1.00 80.8 + 30237.+ 37526. 12.5X .163 13.2+ .OB 1 1.00 102.7 -1647.-5829. 2.0X .145 4.2+ .O 2 1.00. 60.6 -19985.-21760. 7.9X .170 11.3+ .OB 2 1.00 91.4 + 19063.+ 19907. 11.2X .115 12.2+ .OB 1 1.00 102.1 -2874.-4644. · 2.0X .115 4.2+ .O 2 1.00 72.2 -15559.-16182. 7.6X .138 12.2+ .OB 1 1.00 107.9 + 12055.+ 18763. 5.0X .163 5.7+ .O 1 1.00 102.1 -2874.-4644. 2.ox .115 4.2+ .o 1 1.00 108.3 -8551.-9126. 3.lX .188 5.7+ .O 1 1.00 144.5 + 6726.+ 12419. 3.lX .145 5.0+ .O 1 1.00 123.0·-1674.-2619. 2.ox .111 3.8+ .o 1 1.00 107.5 -6726.-6758. 3.3X .137 5.7+ .O 1 1.00 107.5 -6726.-6758. 3.3X .137 5.7+ .O 1 1.00 102.1 -4074.-4644. 2.4X .115 4.2+ .O 1 1.00 144.5 + 6726.+ 12419. 3.lX .145 5.0+ .O 1 1.00 108.3 -8969.-9126. 3.2X .188 5.7+ .O 1 1.00 102.1 -2874.-4644. 2.0X .115 4.2+ .O 1 1.00 107.9 + 12473.+ 18763. 5.2X .163 5.7+ .O 2 1.00 72.2 -15977.-16182. 7.8X .138 12.2+ .OB 1 1.00 102.1 -4074.-4644. 2.4X .115 4.2+ .0 :· PURITAN-BENNETT . 94~9~ 432 LIST 40 T8:o · · ------.~-------**WEB DESIGN** STEEL FY ----~---~~---- WEB .NO DESCRIPTION 4R 17 Ll-1/2Xl-1/2X.138. 3·R 18 Ll-1/2Xl-1/2·X.145 . VS 18 Ll-1/_2Xl-1/2X.J,..45 :···i~ ~o-L1~172x1~11~x.110 .. . ---------------~--~-~--~--**BRIPGIN:G REQUIREMENTS~-i. -May_ 22, 19.90 _ = 50000. PSI.. MIN VERT SHEAR = END REACTL0N = REQ DEV Q K KL/RAX LOAD AX LOAD 2 1.00 92.0 + 21169.+ 23697. 2 1.QO 58.7 -18337.-18997. 1 1.00 102.7 -1604.-5829. ·2 i.oo .. 1·0_·~~~ +· 28599·.+ 28866 • 4779.$ LBS. 19117.9 LBS. REQ FILLET· AVBL WELD S-IZE WELD SLOT 10.3X .138 12.2+ .OB 8.5X ~14~ 11.2+ .OB 2.ox .145. 4.2+ .o 11.3X .170_1~~4~ .OB TC-RYi-=--i:647;-BC-RYY~= 1.(52·8, WLEN/(TC RXY) = 288.675 --~~¥~a~gGL~~26¥NG oitEf6iEbTAT 19._813 FT FOR ·1 ROW(S) OF H-BRIDGING~ -----~-~---~------~--~---.. -.·- .. ·, .: .: ·--·.'' ' < ' ."'! • •, : "•" • • ..,_ • ~ • I 1, • ', < <, ~ ••:....,• :: ,_ I . ,,-, .,·. i ... ' ';. ·. - t __ ,, ••• ~-.. . . : -1---.:. . ' -,._,,,_._ ---.,., "'' - _I ., .. ·, _. -1 --. -,. ' ~ '~. ..... ·~, ---• . , '.; ... ' .. r -• . .... .. --· . . .. ....., ... ,..,, ;.I' ' • -:;·--... ·~ -·· --'-· . ·,-, " .. ·:.--~ . -, . -::--,· '' I•,• . -. -~-- ' ,• ... ·_:. . ·--~-' • ~ ~--:: ~ '.·. ::.,.-:-: --". ' \ ~. --~: .. ;. -~c-.' ~/:./:.::-··: . ':, ; . ·••• .:·.~-,: :,~ ,. ·.:: '_ .. 1.,E. ,.c..,; •• • "•':-,(L ""'• l~• ~ ...... ,-3/~-:·'.:'""'."'' ,~•"!'t:h;. ,.-,.,.,~ ..... •.,;,. .. ;;· .,.::,, -tL• ": t~ ,. .... N /··~,'l:'.', • '~·: ,., ........ •;:11-.r•, •• ~,. ' ' i-.. • ' •• ._., ••• ·,· •• ,'-,_ .... ,. ............... • ..... . • • PURITAN-BENNETT 94-9-432 LIST 40 ·May 22, 1990 T66 32LH 516 39' 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT*·* DEPTH BS LENGTH 32.00 39-11 1/2 **LOAD CRITERIA** BRIDGING DEVELOPED 19.8 LEFT END RGHT END STANDARD STANDARD TOTAL LOAD= 516. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH ACTUAL DEFL INCHES 1.65 TL .26 LL TOTAL LOAD . KIPS · - ··--TO ---2.000 · · .. LIVE LOAD . KIPS .000 MOMENT PROXIMITY FROM LOAD SUPPORTING DISTANCE IN INCHES PP TO PP WEB MEMBER 19-11 3/4 -1.00 · 9 9 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED----------------------LEFT RIGHT WK LENGTH END PANEL 39.6250. 3-6 0/0 RIGHT END PANEL 3-6 0/0 LEFT VAR DIM 1-6 3/4 VAR DIM INTERIOR PANELS 1-4 3/4 6 AT 5-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-6 0/0 3-6 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 32 0/0 30 314 32 0/0· 30 314 32 0/0 fACTUAL) 30 314. EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB· WEB ,AXIAL LD AXIAL LD AXIAL LD pp LOAD-t.BS -DEPTH .. MEM SLOPE· IN WEB TOP CHORD BOT CHORD 1 860.0 30.724 2 -.768 + 17012.8 13492.2 .o 2 1263 .1 · 30.724' Vl. • ooo· 1263.1 13492.2 .o 3 1048.1 30.724 3 1.639 10660.9 .o 19045.8 4 1290.0 30.724 4 -1.024 + 11253.9 26908.1 .o 5 1290.0 30.724 V2 .ooo 1290.0 26908.1 .o 6 1290.0 30.724 5 1.024 9450.9 .o 33510.8 7 1290.0 30.724 6 -1.024 + 764a.o· 38853.9 .o 8 1290.0 30.724 V3 .ooo 1290.0 38853.9 .o 9 3290.0 30.724 7 1.024 5845.0 .o 42937.4 10 1290.0 30.724 8 -1.024 + 4042.0 45761.2 .o 11 1290.0 30.724 V4 .ooo 1290.0 45761.2 .o 12 1290.0 30.724 9 1.024 2239.0 .o 47325.5 13 1290.0 30.724 9R -1.024 2359.2 45677.3 .o 14 1290.0 30.724 V5 .ooo 1290.0 45677.3 .o 15 1005.1 30.724 SR 1.024 + 4162.2 .o 42769.4 16 1220.1 30.724 7R -1.024 5965.2 38602.0 .o 17 860.0 30.724 V6 .ooo 1290.0 38602.0 .o 18 .o .000 6R 1.024 + 7768.2 .o 33174.9 19 .o .000 5R -1.024 9571.1 26488.2 .o 20 .o .000 V7 .000 1290.0 26488.2 . 0 21 .o .000 4R 1.024 + 11374.1 .o 18541. 9 22 .o .000 3R -1.834 10413.6 13557.3 .o 23 .o .000 vs .ooo 1220.1 13492.2 65.1 24 .o .000 2R .768 + 17012.8 .o .o '. ' .. ' •••• . ' ·:::-... ·· :. ~ . ' ,: ' ', .. :,( .: ', ' . "'.:;: ~ : ,. . ' · .-.. , .PURITAN-BENNETT 94-:9 ..... 43'2 , LIST 4.0' -T66 · .. , · ~ay 2'2, 1990, -----~~~------~-**CHORD -DESI~N:*·* . ST~EL-FY = $'00,00., 'PS{I. ------,----. ------ AXIAL . AXIAL MOMEN.T BENDING BENDING COMBIN·ED STRESS RATIO . ,UNI. LOAD $,TRESS RATIO-RATIO LEND PANEL PP · 7129.7 .·2_37·7 ~6243.7 985.1.1 .328'4 .5660 L END PANEL MP 7129. 7 • 3929 57.61,. 5 35.20. 2 .1377 • 53·05 L. VAR ,PANEL PP. 7129 .• 7 • 2377 :-:-6:243,~ 7 98,51. 1 • 3284 • 5660 ·L·-VAR·PANEL 'MP· .. 7129 •. 7,· 2890 -1111~4. ·.· .. 1753.5 ... .0633,. .3523 · · ·INT' -PANEL ·pp:::.· 25o·o·g .4' ·:,:.8336':' . -322.5'. 0· 5088. 3 · · ... · • 1696-'' '1~ 003.2 INT PANEL MP 24181.8 ·.94($0 1612.5 . 985.2 .0383 .9843 R VAR PANEL MP 7164 .1 ~ 2848 · ~1259. 2 1986. 8 • 0715 • 3563 R VAR PANEL PP 7164 .1 .238.8 -6314. 6 9963. 0 • 3321 • 5709 R END PAN·EL MP 7129. 7 • 3929 5'732. 5 3502. 4 .1370 • 5298 R 'E;ND PANEL pp· 712,9.7 .'2,377 -6314.6 9963.0 .332.1 .5698 . ~me DESCRIPTION AXIAL LOAD . K .. ,. KliiR I FLRS' . LENGTH .· TC· 33 · L2-1/2X2·-1/2X;197 .... ·. 45761. ·1.00. 30.3 823.BDEV 4. : 39-11 1/2 .: .BC·-.-'29··, .. L .2 .. X .,2.-... ~.213-,.· .. ' .. 4T32:6co,, .L.0,.0_: 152 .•. 8 ... 1,59_,.9REQ. · Q · · 34'.-1-1/2-,685. 4REQ TL -.. . " · SEC' DESCRIPTION.. . . · ,AXIAL STRESS·: .CBRM:i? · .. · ;.. ·'·Be 29 'B&TT8M ~HoiD jx~iJs:tON ::;. :2·5~3 ~_-bIO ·"'977-8 L/3.60 _LIVE LOAD DEV° = . 4'.94. 7 PLF, L/249 J,iIVE LOAD DEV = TbTAL LOAD FOR DEFL = 617. 4 . .PLF. . . 742.0 PLF ' . _____ ----.. -' ---·.· ---- **END PANEL D~S'.i:GN** --·------~-.. -----AXIAL. LOAD . K . -KL/R FLR -WEB TO END· BASEL NGM NGM B. DEPTH LEFT 134-92.2 1.00 8-0.9 0 V . 3-6 0/0 . 5 0/0. RIGHT 134,9~ .2 . 1. 00 ·80 .• SI O V 3--6 0/0 5 0/0 ----.. ·--_' ,.--- .. **WEB DESIGN**. STEEL Ft·= 500.00. PSI •. 'MIN VERT SHEAR= 2805.8 LBS .• --------------. : END REACTION = · 112 2 3 .-3 LBS •. . . ·REQ DEV REQ FILLET AVBL . 1 ''WEB NO DESCRIPTION · .... Q K · KL/R AX LOAD AX LOAD WELD SIZE · WELD ·SLOT 2 14 L1-1;2x1-1;2x..115 2 1.00 1oa·.1 + 1101_3.+ 19907. 10.ox ~115 :i.1.2+ .OB Vl 18 Ll-1/.2Xl-1/.2X.145 1 1.00 104.1 --, 1492.-. ,5688. 2.0X .145 .3 .• 4+ .o · ·3 · -,8:·Ll.7,l:/4X,1-:-1Y4X.111·;":'>2:'1 .. ·.00_ 73 .• _0· ~ -1066;1...-.10689. 6.5X -.,111· .. _7.q+_ .• OB· , . , .· -4 25 L 2 . X 2 X,.163 · · 1, ·1. 00 l,08 .• 7 + .. 112·54 .+-18763 .... 4. 6X ·.1.6~ 5~ 2+ • 0 .. V:2 8··Ll-1/4X1,,..1/4X.111 _ _. 1 1.00 124.7·.-· 1519.-2548. 2.0X .111. 3 •. 1+ .O 5 29 L 2 X 2 . X.213. 1 :1.00 109.:4 -94'.51.-1.00q7. 3.4X .188 5.-2+ .O ,6 18· .L.1.,,.1/2Xl-1/iX.145 . ·1 1.,0Q 145-.5 +· 7648.+ 12419. 3.6X .14-5 4 .• 5+ .• O V3. ·8 L;L.-1./4Xl-1/4X.111.'. _ 1 1.00 124.7_..;. ·1519.,.. · 2548. 2.QX· .;J..11 3.1+ .O ·7 2i L 2 .X 2 .X.137 1 1.00· 108.2·-5'8·45.-1$981. 2.9X .13-7 5.2+ •. 0 -8 lfl L1:-.1/2Xl.,..1/.2X.115. -1 .1.00 .144.-7 + . 4042~+· 9953. 2.9X .115 · 4.5+ .O V4· 8 Ll--1-j4Xl.-,-1_/4X,.,111.· ·.1 ·1.00: J:24.7 -. 15;19.-. 2.548. 2.0X .111 3.1+ .o 9 2.2 L ,2 X 2· · -X. 13 7 · . 1 1 • 0 0 10 8 • '2 ·-3 9 2 2 • -· 6 6 81. 2 • 0 X • 13 7 ·. 5 ,. 2 + .• 0 · 9R 22 L 2 X 2 X •. 137 1 1.00 ·108.2 ·-3922.--6681. 2.0X .137 .. 5.2+ .O . V.5 8 Ll-1/ 4X1-1/ 4X. ll,1 ,l 1~ 00 1i4-~·7 -'15'19·.• -2.548. 2. OX .111 3. 1+ • 0 .:BR 14 Ll-1/2Xl-1/2X.1.15 l 1.00 144.7 + 4162.+ 9953. 2.9X .115 4.5+ .O 7.R·22 .L. -2 X 2 X.1·3·7: ·1 1.00·· 10'8e2 -·59·65.~-. 6681. 2.9X .137 5.2+ .. 0 V6 8 Ll...:1/,4Xl-1/4X~lll · 1. 1.0·0 124,.7 -1519.--2548. 2.0X .111 3.1+ .O 6R 18 Ll.-1/2Xl-1/2X.14·£>: 1 ) ... QO· 145 .• 5 + 7768.+ 124;1..9. 3.6X .145 4.5+ .O . 5R 2~ L. 2 X ·2. X.213. 1.1-.00 109.4 -9571.-100.67. 3.4X .188 5.2+ .O V7 B L1-1/AX1-l/4X.111· 11.-00 ~24.7 -, 1519.-2548. 2.0X .111 3.1+ .O 4R 2·5 L 2 X 2 X.16'3 l 1.0.0 108.7 + J,.1374.+ 18763. 4.7X .163 ·5.2+ .O / 3R 29 L 2 X· 2 .X.2-13 1 1.2,0 1Q7 •. 0 -104,14 .... 10528. 3.7X .18·8 4-.5+ .o VB 18 Ll-1/2Xl-1/2X.145' 1 1.-00 104.1 144.9.-· 5688. 2.0X .14·5, 3.4+ .• O 2R 14 L1-11/2Xl-1/2X.1+"5. 2 1.00 10f3.1 +'17013.+ 19907. 10.ox .115 11.2+ .OB ... :. • ,-i-• • • •• ..... •l, ' --·. -: ' . ,' -. -:; ' --"~ .., ; ' •'• ;_: ... ,,. •• 1 ...... ••• ··-~ -=· . .: :.,,;·"' ::..:: ... ·:.:.._: .. ' -:· ,, •.,:; ~.: :.:· ,,.,''_, ___ . " '' ·: .:·'/· ~i . -~,, : ~:-. -~-;-;:---:: i ~:J: ... · :-.; ·. ~.\ .. ~t-~, t• ~ .... , I • ' :,• ~-• ·:: :• • . y-: ·:....·.-i ·~. : ·: ·:...::(· --:, .. ~ .:._ ·-:~.-.. ·-::-,: __ • /,' ~·.---.·· .... , ........... :.:.- .. ',•: "," PURITAN-BENNETT 94-9-432 LIST 40 T66 •• -------------------------**BRIDGING REQUIREMENTS** ------------------------- • May 22, 1990 TC RYY = 1.428, BC RYY = 1.241, WLEN/(TC RYY) = 333.042 WORKING LENGTH= 39.625 FT BRIDGING SPACING DEVELOPED AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. . ,,· .. ~ ' . . -·· -•-. ,, '-:; ' .. ~ '• ' •••••• -·' • •' 1 •. -,,• ~ ,: • : PURITAN-BENNETT 94-9----432 · DIS.T 40 T67 · · ·32m 516. ·391 . 6-1/811 · ;;·r:oiG-sPii_j.2>isT ... fiisiGN-REQuiiiiiiiis;;~--~-~j.i-~Pics _____ vui:ciiiT~ENG-nE~T;; ~------~-------~-~-----~-~-------~---~~~~-~~--~----------~------~~~-----~-----BRIDGING LEFT.END RGHT END ACTUAL-DEFL DEPTH. BS LENGTH SPACING STANDAR_ · D STANDARD INCHES . 32 ~-()0 ·39 .... 6 1/8 ·.·· 13 .1 1. 50 TL .28 LL ----~--------.-----.' · · **'LOAD CRI-TERIA-~-ir· · · ··. · ;. . · ,v • • -·:· • ~ ___ ..... -~;.·: • -... ... ··,:To,TA~-Loio-:--"""si6~·:· Pl:i~-,r· ~IVE LOAD ·= •-.•.,:, .. 96-~,;. PLF·~·- LIVE LOAD DEli'I.iECTION .S-PECIFIED AS L/360 TOTL LOAD .DEFLECTION SPE:CIFIED )\S L/240 --------------------------. . , . **~CX/CANT LOAD CRITERI~** --~---~-------~----~~--------. . -·· . ' , .. ····R .. T.CX LOADS: .. : .. UNIFORM-.::;.,.· 568.-~ .. -Pl;JF. · ... : :. :<.:.:..,-·· .. : .. , .... ::·, l ! ,· >. I I• . -~ ' .. --. , .. ------· -.- ·*-*BASI-C -DIMENSIONS:**. ~~~--------------~--LEFT WK LENGTH · END PANEL ·-.39 .1.771 . 5-~. 0/0 . RIGHT. END PANEL 5_-1 _0/0 LEFT TC . 'RIGHT TC . END PANEL END PANEL 3·-9 0/0 3-9 0/0 DEPTH DEPTH IDEPTH . 'LEFT VAR.DIM 1..; :4. OfO RIGHT VAR DIM 1-.4 ·0/0 INTERIOR PANELS 5 AT ·5-4 0/0: LEFT CENTER RIGHT ' 32 0/0 32 0/0· 32 ·o·;o (ACTUAL)' TCX LEFT TCX RIGHT · .. 3;0 7"/8 · 3'0 · 7/8 . 30' 7/8 -(E:FF) ...• o-· o o/o 1-6 1/2 ------------~---~-' I , • . · ·' *'*TRUSS ·AN:AI}(S'IS** . . ------------------. . . . EEF WEB PP · LOAD-LBS -·· · DEPTH -'MEM · . 1 .. , · 92,4 ;5 -· : .. 3-0. 850'''•· · ·2 . ·2 ·1613 •. 8 . 30.85.0 ,21)-... 3 . .. . 1377. 3 . 3·0. 850, 3 §-· ~Jlt::8 '~8:~~8: i2 6 · 1376.·o · 30.850 _.5 7 137 6. 0 • · 3 b. 850 ·ts a.. : 1,376 •. o. • 30,. 8'5:0 .. V.3 . . . 9-· · 1376 .• 0 30 •. 8·50 . 7 . , . _ 1.0 .. 13 7 6 ~ 0 --., . 3 0 • 8·5'0 _ . 8 11 1376.0." .3·0 .• 850 -V4 12 . 1376. 0 3 o .• 85'0 8R .. 13 1$77.3.. 30.850. 7R. 14 1613.8' 30.850 V5 . 15 . 924.5 30.850 6-R ' 1.6. . .·O • 000 5R · 17 • 0 • 000 V6 1 18 .·O · • 000 4R -19. -. . .O · :.ooo 3R 2 0 • 0 _ • 0 0 0 . 2 DR 21 • 0 • 000 2R ! . " ' ·. .~. ··- WEB AXIAL LD AXIAL LD : ~SiiOPE · · ,__ I-N WEB TOP CHORD . ..;.~523' + 19.818.5 .· 1'7562.6 ~1.s2a -, 181s.0 16725.6 1 • 9:21 -. 8 5 3 3 • 9 • 0 -• 9·64 + . 8.92'1. 5· 27089. 4 .•. ,_ooo· -_ 137-.6.,o,· 270'89.4 --•. 9,64· -6.938·. 9 · . . .. · '·: • O -.-964 + . 4:956.4--35653.1 ' .-,000 S ~ H---13,7•6. 0.-~ •• ,3.-5653 .1 · .964 .. -.: '2973.8 . . .• ·O -• 9 6.4 .. + 9'91 • 3 _ 3 8 5 0 7 • 7 •. Q00 . -1376. 0 ..... 38507. 7 .964 + 991.3 . .o -.9(54 . 2973.8 . 35653,1 .000 1376.0 .35653.1 .964 -+ 4956.4 . .o -.964 · 6'938.9. 27089.4 .ooo· --·137·6.0 ·2.108-9.4 .• 9 6 4 . + _. -8 9·2 .1 • 5 . • 0 : -1.921: --.''·85'33.9 ... 16725.6 1.9~S. -~-181~~0 17562~6 .523 + ·_,19818.5 .o ,. ' .• -~-,... ,, . . '., .. ,, . , .. .,., .. ...,_,.,. .. ' ::: .~, -.. , . ~ • -I. _,. • • ~ •••• !. . . • 1. • • • • ' • • •• i"' ::: • .-•. · ..... ;·: ,._,: ... , : ....... ~-.·-: .::.~·-~ ,.;-_ _-~ : -••• -:~.:~;_;::. __ ·~.-.,~·ir .. ·_:,.l;-:-::.-.-·.-_·:_Y_··.~----·-·.~_ ... :_··.-_:-..... ~_:_,···:_~~:::. ·. . -· -~-· . ... _ •-;. > -,.__,,,.,· •• LO : •• ,• • ,_, .. •, ,~,·~--. :,.; r ·-- < ,, • ,. • • • .., • .--;-•• --·-... ,. ,.. t.. •• _..,", • ,, • -:-, •• •• ., : , • .:~ • • 4.~ -:-.: .• t:;·, ·:.\ • -_·,·: n_ .~·. ~·: -q.,.:.;: I''., •• .,;;.~·:.:. ,,• '. ~ ;£·~. ''.·--:• :~ .. ., •r~ ··:'~., .. .,.·;\,...:' ,'';''!',:':!-:1. ~f ":, , ~\• . AXIAL LD BOT· CHORD . .o .o 20666.6 .·O 32084:·,g .•. o • o .. 37794 •. 1· .o .o 377.94 .1 ..o .0 3208"4. 9 '.o .o 20666.6 . • O· ~o .o -. "':. ~ ,:;_ ' ' ",~ .... .,_:, . 1 ,, . .. -· ... : .... :: . ..- -• PURITAN-BENNETT 94-9-432 LIST 40 T67 **CHORD DESIGN** LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL. PP STEEL FY= AXIAL STRESS 10045.2 10045.2 9566.5 9566. 5 · 22025.1 22025.1 9566.5 9566.5 10045.2 10045.2 May 22, 1990 50000. AXIAL RATIO .3348 .4812 .3189 ·.5132 .7342 .8565 .5132 .3189 .4812 .3348 PSI MOMENT UNI LOAD -7487.0 6547.4 -7487.0 720.3 ·.,.3 6-69. 3 1834.7 720.3 -7487.0 6547.4 -7487.0 SEC DESCRIPTION 31 L 2 X 2 26 L 2 -X . 2 X.232 X.175 AXIAL LOAD K KL/R 38508. 1.00 40.8 37794. 1.00 162.3 TC BC BC SEC DESCRIPTION AXIAL STRESS CBRMP 26 L 2 X 2 X.175 28764. .9588 BOTTOM CHORD EXTENSION= 0-7 0/0 • BENDING STRESS 16214.3 5865.2 16214.3 645.3 7946.5 1643.5 645.3 16214.3 5865.2 16214.3 BENDING RATIO .5405 .2638 .5405 .0243 .2649 .0645 .0243 .5405 .2638 .5405 I FLRS 722.8DEV 2 154.5REQ O 553.7REQ TL COMBINED RATIO .8753 .7450 .8594 .5374 .9991 .9210 .5374 .8594 .7450 .8753 LENGTH 41-0 5/8 30-6 1/8 L/360 LIVE LOAD DEV= 449.0 PLF L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 516.0 PLF~ 673.6 PLF **TCX DESIGN** SEC R 31 TC 40L BR BENDING MOMENT 8094. **END PANEL DESIGN** AXIAL LOAD LEFT 17562.6 RIGHT 17562.6 K 1.00 1.00 --------------**WEB DESIGN**-STEEL FY -------------- WEB NO DESCRIPTION ,2 18 Ll-1/2Xl-1/2X.145 2D 18 Ll-1/~Xl-1/2X.145 3 27 L 2 X 2 X.188 -4 22 L 2 X 2 X.137 V2 8 Ll-1/4Xl-1/4X.111 5 25 L 2 X 2 X.163 6 14 Ll-1/2Xl-1/2X~115 V3 8 Ll-1/4Xl-1/4X.111 7 22 L 2 X 2 X.137 8 14 Ll-1/2Xl-1/2X.115 V4 8 Ll-1/4Xl-1/4X.111 8R 14 L1-1/2Xl-1/2X.115 7R 22 L 2 X 2 X.137 V5 8 Ll-1/4Xl-1/4X.111 6R 14 Ll-1/2Xl-1/2X.115 5R 25 L 2 X 2 X.163 V6 8 Ll-1/4Xl-1/4X.111 4R 22 L 2 X 2 X.137 3R 27 L 2 X 2 X.188 REQ S .270 DEV S .462 KL/R FLR WEB 70.3 1 2D 70.3 1 2D REQ I .155 DEV I .653- DEFLC IN. .154 TO END BASEL NGM NGM 3-9 0/0 3-9 0/0 LENGTH 1-6 1/2 0-6 0/0 BEARING DEPTH 5.00 B. DEPTH 5 0/0 5 0/0 = 50000. PSI. · MIN VERT SHEAR = 2526~9 LBS. END REACTION= 10107.7 LBS. --REQ DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 1. o·o 144.0 + ~9819.+ 24839. 9.2X .145 9.5+ .OB 1 1.00 117.8 2035.-4458. 2.0X .145 3.3+ .O-1 1.20 106.0 -8534.-9522. 3.3X .175 4.1+ .o 1 1.00 112.0 + 8921.+ 15877. 4.4X .137 4.8+ .o 1 1.00 125.2 -1569.-2527. 2.0X .111 3.1+ .o 1 1.00 112.5 -6939.-7380. 2.9X .163 4.8+ .o 1 1.00 149.8 + 4956.+ 9953. 2.9X .115 4.0+ .o 1 1.00 125.2 -1569.-2527. 2.0X .111 3.1+ .o 1 1.00 112.0 -3641.-6288. 2.0X .137 4.8+ .o 1 1.00 149.8 + 3641. + 9953. 2.9X .115 4.0+ .o 1 1.00 125.2 -1569.-2527. 2.0X .111 3.1+ .o 1 1.00 149.8 + 3641.+ 9953. 2.9X .115 4.0+ .o 1 1.00 112.0 -3641.-6288. 2.0X .137 4.8+ .o 1 1.00 125.2 -1569.-2527. 2.0X .111 3.1+ .o 1 1.00 149.8 + 4956.+ 9953. 2.9X .115 4.0+ .o 1 1.00 112.5 -6939.-7380. 2.9X .163 4.8+ .o 1 1.00 125.2 -1569.-2527. 2.0X .111 3.1+ .o 1 1.00 112.0 + 8921. + 15877. 4.4X .137 4.8+ .o 1 1.20 106.0 -8534.-9522. 3.3X .175 4.1+ .o ,, .. '. ,: ','· ,' ' :. ': . " ·i" •·,.,, ' ' ......... ·,, .. , •.-. '• •,, C •~-~ : : ' :~ .... ,. '· . .': PURITAN-BENNETT .. 94-.9-,-. 432. LIST. 40 T67 · ---------~-~--**WEB 0:1;!:SIGN** STEEL-Fr ------~---------·- WEB. NO DES'CRIPTION .. 2DR 18 ~1-1/.2Xl-1/.:2X-~ 145 2R 18 Ll-1/2X1,-'.!./2X.145 -----.,..-,--~--------~----,----,- -· M_ay 22 1990 . ., 5Q()OO. Q K 1 · 1. 0.0 -~ 1. 00 PSI. MIN VERT SHEAR= . , , ·. ,END REACTION = · REQ DEV ~L/R:AX LOAD AX LOAD 117.8 -20~5.~ 4458. 144 .'0 .+ 1~819 .+ 2·4839. ' ·.:--~~*B~:;tDGIN'a· 'REQU=!:REMEN-TS** ''., · .. ,.·, ·, ,. , , : --,.. · : -,-.:-;,c-iYY-:---i:246;-iic' ... Rii~::·, 1. 232, ·wLENi fTc RYY). =· 377. 450 2526.9 LBS. 10107 -. 7 LBS. REQ FILL·ET AVBL WELD SI'ZE . WELD SLOT 2~~x .145 3~3+ .o 9. 2X • l.,~5 ·9 .• 5+ • OB WORKING LENGTH = 39 .177 FT · . . BRIDG;CNG SPACING STANDARD AT i3 .·p59 FT FOR 2 ROW($) OF H-BRIDGING. I:. l' . -~---.--.-----------'-,~---·----~-NO.TE: END PANEL SHORTENED DUE TO ,s:r:ioPE OF WEB __ W~/W3.R ..... , ' . •, ' . . . ~. ' ,_ ". : : ' .~ " .. ', ,-~-. .;_ ~-: .:.. ; .: . .-:,,_.: .... ,.--.-,.: _;·:r-:-... t '".!_,_ ... _ ;-••• • •• ;,:.·!·' '.'.:,/t:~~ .... -' .· .... ·, .. -.. : :·-.. -.-. ~-,' -· ,--~ ~ ..... ~ ' ' ... , . . ... -. --... -.,. . ·-- . .... ·.,' -.. •••4•>-;, •• __ .... :. :·· •• ~~-·--·· r,._.,,<'·,.~,~·-:·__.' -..·.,i--.: ....... , ' .. ,_- / .... _. . ... • ~1~ •• ~--=. -- : ••. ' .-1-,. ' ~. ~ • ; .'._,.,. : : . ....... : . .,, . '• ·~ '. . ,.",' . \ -~ -. : -· : ~ ~ 'C • . -, ... • • PURITAN-BENNETT 94-9-432 LIST 41 May 18, 1990 T70 . 32LH 306 38' -9-1/2 11 • ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH 32.00 BS LENGTH 38-9 1/2 SPACING STANDARD STANDARD INCHES 12.8 1.18 TL .37 LL "**LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **TCX/CANT LOAD CRITERIA** L TCX . LOADS : UNIFORM = , 3 3 7 • PLF .. · ------------------**BASIC DIMENSIONS** LEFT RIGHT LEFT VAR DIM 1-3 3/4 RIGHT WK LENGTH END PANEL END PANEL .38.4583 ... 4-9 0/0 4-9 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-5 0/0 3-5 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT . 32 0/0 32 0/0 32 0/0 (ACTUAL) 30 7/8· 30 7/8 30 7/8 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp · LOAD-LBS DEPTH ·MEM SLOPE -1 497~3 30.898 ·2 .. -.562 2 902.1 30.898 2D -1.931. 3 812.8 30.898 3 1.962 4 816.0 30.898 4 -.966 5 816.0 30.898 V2 .ooo 6 816.0 30.898 5 .966 7 816.0 30.898 6 -.966 8 816.0 30.898 V3 .ooo 9 816.0 30.898 7 .966 10 816.0 30.898. .8 -.966 11 816.0 30.898 V4 .• 000 12 816.0 30.898 8R .966 13 812.8 30.898 7R -.966 14 902.1 30.898 V5 .ooo 15 497.3 30.898 6R .966 16 .o .000 5R -.966 17 .o .000 V6 .ooo 18 .o .000 4R .966 19 .. 0 .000 3R -1.962 20 .o • 000 2DR . 1.931 21 .o .ooo 2R · .562 +' + + + + + + + VAR DIM INTERIOR PANELS 1-3 3/4 5 AT 5-4 0/0 AXIAL LD IN WEB 10998.3 1015.8 5033.8 5286.4 816.0 4111.6 2936.9 816.0 i762.1 587.4 816.0 587.4 1762.1 816.0 2936.9 4111.6 816.0 5286.4' 5033.8 1015.8 10998.3 TCX LEFT TCX RIGHT 2-3 0/0 o-0 0/0 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 9588.8 .o 9121.7 .o .o 11407.7 15210.6 .o 15210.6 , .o .o 18168.4 20281.2 .o 20281.2 .o .o 21548.8 21971.4 .o 21971.4 .o .o 21548.8 20281.2 .o 20281.2 .o .o 18168.4 15210.6 .o 15210.6 .o .o 11407.7 9121. 7 .o 9588.8 .o .o .o . .· . .~ ' . •.,:. -. ' •.. . ' • > . . PURITA;N-BENNETT 94-9-4,32·. LIST 41 T70 . . -·--------'---· --- May 18, 1990 **CHdRO DES~GN** STEEL FY = 50.000·. -PSI · -'' ' ----------------.AXIAL STRESS L END PANEL PP 9'059 ~ 2 L END PANEL MP 9'0"59. 2 L VAR PANEL PP 8617.8 ..• L VAR PANEL MP · ·· · -s-6.17·. 8·. : ·. : ·-INT·: P,ANEt· PP.--: 2·0-757'.8_ · R ifi ~~i}t fil~ 2 ~~~~: ~ R VAR PANE·L PP 8'617. 8 · REND PANEL MP 9059.1 -R END PANEL PP · · '905~ ~-1 .-SEC DESCRIPTION TC 2-2 .... L . 2 X , .2 X.137 . , 'BC· 22 ·--,L-.. 2· · X· ·2·-· X 137---~ ,~ 0 ' ' • ' , N • • > • ' • • AXIAL ~6~8 .6259 . ·-. 28·73 : ..... 4907 · : .6'.919 .9040 .4907 .2873 .6259 • 302,0 · MOMENT UNI LOAD . :...37,25. 6 . 3164.3 . -372:5. 6 5 . .61.1· -2.176.0 108'8. 0 561.1 -3725.6 316.4. 3 -3725.6 AXIAL .LOAD K KL/R . 21971. 1.00 40.3 i •.. ·,,21549 •. 1.00· 161 •. 3 .. .SEC BC 22 DESCRIPTION.--. AXIAL STE,E·$-S .CBRMP L 2 X 2. X.137 20758. . .6g19 BOTTOM CHORD EXTENSION== 0-7.0/0 , L/360 LIVE LOAif DEV =. 332. 4 .PLF, · L/240 'rbTAL LOAD FOR DEFL . 3-0 6 • 0 PLF.. . . ----------' ' ----* *TCX DE_S :t'GN* * BENDING SEC . MOMENT L 26 SPLICE 10224. -40L BR . REQ S DEV S REQ I • 34;t. .3.50 •. 28-6 -' ' .:. . ,, --------------------. ··**END PANEL DESIGN*·* . . ---. ------· :-- ' ••• > ••• ,, . -,.-. . . . . ~ .. ' . . ·. . ' ' BENDING BENDING STRESS RATIO 13080.2 .4360 4222 .1 .194.9 13 0 8 0 • 2 • 4.3 6 0 7 4.8. 7-• 03.14 7~39.7 .2547" 1451.7 .0636 748.7 .0314 13080. 2 . 4-360 4222 .1 .194-9 13oao.2 .4360 COMBINED RATIO • 7380 .8'209 .7233 .5221 · · ·.'94'56 .9676 .5221 .7233 .8209 .7380 I FLRS LENGTH 506.lDEV 2 34-10 1/2 146.2REQ O :--30--5-.1:/2 310.6REQ TL LIVE LOAD DEV= . 498. 6 PLF DEFLC BEARING DEV I IN. LENGTH DEPTH • 513 • 225 . 6-2 0/0 5.00 o-6 0"/0 KL/R FLR WEB ·. TO 'END BASEL NGM NGM B. 'DEPTH 98.3 '0 2D 3-5 0/0 5 0/0 98.3 0 .2D 3-5 0/0 5 0/0 :· --------------. STEEL. FY· ::;: 5oocfo·~. Pt:f:J:. '.M:tN 'VERT -SHEAR = i "**WEB "OES:tGN** · _____ , -------- WEB NO DESCRIPTION 2 -· 8 Ll-1/4Xl-·1/.4X.1Ll .. 2D Ia Ll-1/2Xl...;1/2X~145 . 3 22 L 2 X 2 X. 13'7 · 4_ . 8 Ll-J,/4Xl...;1/4'X.ll'J: . V2 8 Ll..,1./ 4X;t...,1/4X .11·1 · ' 5 22 L 2 X 2 _ X.137 '6. 8 Ll-1/ 4Xl-1/4X.111· V3 8. L1-1Z4Xl-1Z 4X .• 111 7 _ 14 Ll-1/~Xl-1Z2X~115. 8 8 Ll~l/4Xl-1Z4X.111 V4 .8 Ll-1/.4Xl-1/. 4X •. 111 · SR 8 Ll-1/4Xl-1Z4X.111, 7R 14 Ll-1Z2X1~1Z2X.115-V5 8 Ll...;1/4Xl-1Z4X.111 6R 8 Ll-1/4Xl-1/4X.111 5R: 22. L 2 X · 2 X.137 V6 8 Ll-1/4Xl-1/4X.111 4R 8 Ll-1/4Xl-1/4X.111 3R 22 L 2 X 2 X-137 , ... ,.. :,'•"-:.,~ _:_·,·.· ~-~. ; ,~-.... ; ' .. • .. ~-,_.··· ... ·.. .. ,. -~: _· . . ; ,, .. .. ... : .~. -t· . · · END REACTION = .·· .. REQ OEV Q K · · KL/R AX LOAD AX LOAD 2 1 .-o o · 16 3 • 1 + :i,.-o.9 9 e . + 15 911 • 1·1.00 117.9 . 1140.-4447. 1 1.'20 104.9 5034.-7017. 1 .1.00 180~5. + 5286.+ 7955. 1 · 1. 00 .'12:5. 4 -926-. -2519. 1 1..00 112 .1 -.4.112. -6279. 1 1.00 18,0.5 + 2937.+ 7955. 1 .1 ~ 00 125. 4 -92.6. -2519. 11.00149.9 -2118.~ 2205. 1 1.00 :tff0.5 + 2118.+ i955. 1 1.00 12~.4 -926.~ _ 2519. ._1. 1.00 180.5 + 21.18.+ 7955. 1 1.00 149.9 -2118.-2205. 1 1.00 125.4 ~ 926~-2519. 11.-00180.5 + 2937.+ 7955. 1 1.00 112.1 ~ 4112.~ 6279. 1 1.00 125.4 -. 926.-2519. 1 1.00 180.5 + 5286.+ 7955. 1 1.20 104.9 -5034~-7017. ' ~. ... ~ . . . . '_ . ;,; _. ,:, ::,. : . -.--:· . ,, ., -.. ·· . ,_ 1471.0'LBS. 5884. 1··.LBS. REQ FILLET.· AVBL WELD SIZE WELD SLOT ,6. 7X • 111 10·. 3+ • 0-B 2.ox·.137 3.3+ .o 2.5X .137 4.1+ .O 3.2X .111 3.6+ .O 2. ox • 1'11. 3 .1+ • 0 2.0X .137 4.8+ .O 2.4X .111 3.6+ .o 2.0X .111 3.1+ .0 2.ox .115 4.-0+ .o 2.4X .111 3.6+ .O 2.ox .111 3.1+ .o 2. 4X • 111 · 3. 6+ • 0 2.ox .115· 4.o+ .o 2.0X .111 3.1+ .O 2.4X .111 3.6+ .O 2.ox .137 4.s+ .o 2.ox .111 3.1+ .o 3.2X .111 3 •. 6+ .-0 2.5X .137 4.1+ .O " :• •, '-: -• I.,~ I,•• ;• •• -PURITAN-BENNETT 94-9-432 LIST 41 T70 **WEB DESIGN** STEEL FY·= 50000. WEB NO DESCRIPTION 2DR 18 Ll-l/.2Xl-l/.2X.145 2R 8 Ll-l14Xl-114X.lll **BRIDGING REQUIREMENTS** ------------------------- Q K 1 1.00 2 LOO • May 18, 1990 PSI. MIN VERT SHEAR = El-TD REACTION= REQ DEV KL/RAX LOAD AX LOAD 117.9 -1140.-4447. 163.l + 10998.+ 15911. TC RYY = 1.222, BC RYY = 1.222, WLEN/(TC RYY) = 377.557 WORKING LENGTH= 38.458 FT 1471.0 LBS. 5884.1 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 2.ox .137 3.3+ .o 6.7X .111 10.3+ .OB BRIDGING SPACING STANDARD AT 12.819 FT FOR 2 ROW(S) OF H-BRIDGING. -------------------------NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R . ' . ' . ' . , •' ........ . ' ' ''···· ' ' . . ' .• · .. ,, . ' . . . ·-',' .. , ' , • .., "',, > ' ·, PURITAN-BENNETT :. ·:· -. May 18;, 1990 T~i-~;_ 432 LI~ilf i6G' ... "' --. 3-S'' · 10~3,./2'" ,; . ' ';;-tONG.,.sPiN-Jd_!ST~DESI'GN-RiQur~iiENTS;;---,.--,SJI.,.SPECS _____ VULCRAFi.,.ENG-DEPT;; -----~---~----~---~--~--~-~--~--~~-~-~-----~--.-------------------~--------7---BRIDGING LEFT END RGHT END ACTUAL DE·FL DEPTH BS LENGTH -. SPACING . . STANDARD STANDARD INCHES 3'2'.QO ;38-1.0 1/2 . 12.8 ._ 1.19 "TL . ' ------------------.. . ·· .. * * $OAD·.-_ CJ;iITERIA* ~ . - . --=-" ToiiL-i:oio.,.:_.,._300:. , r,, • • PLF, LIVE LOAD= LIVE. LOAD DE'FLECTIQN SPECIFIED AS L/3.6'0 TOTL LOAD DEFLECTION SP~CJ;FIED AS_~/'240 --.,.-,.--------------------,.~~ : *-*TCX/GANT LOAD CRI'I'ERii** . .;;..~--.:.-~------·--------------. . ' ·96. PLF. ,,_. .. -_ L··T.CX . LOADS·:--1-UNIFORM ;:;: . -337. --PLF.·-.-~ .. -, .--·.: :..: .. R ·TCX · -LOADS: UNIFORM -:::; 3 37 •.. l?~F •.. --~ ----~-~~.,.~-----~~--.,. **BASIC DIMENSIONS** -------------------- _-37 LL . 't .: '. '. ! wi< LENGTH. -.. EN~EiIN"EL EN~Ii~Et _-vH:1[5IM vf!GMiM INTERIOR PANELS - .3.8 • .5417 .4 . .:.. 9 ·o/O. :4 .. __ 9·0/0. __ 1~·:4-1/4 -1-41-/-4 -5 AT 5--4-0/0 LEFT_ TC_ RI,GHT .TC END PANEL END :PANEL 3~ 5 0/-0 3~ 5 b/0 :.'· ~ -£1~~H _ gf~~~R :R¥aH¥ 1· ·.,:· ::32 0/0 32-0/.0. 32 .. 0}0 -{ACTUAL,). : _ · 30 7/8 -_-3,C) 7/8 · . 30 7"/8 (EFF)' TCX LEFT' --o-5 1/2 T.CX RIGHT ·o-2 010 j --~-~-----~-~-----**TRUSS ANALYSIS** ------~~-----~~--~ EFF· -WEB PP·· .: LOAD--LBS .. DEPTH , MEM-· 1 --4·97.3 ·30.898 2 2 9mf. 4 · .. 30 .• 8'98 2D 3· . ,819 • 2 3:0 • 8:9 8 . 3 4· -k 816.0 30.898 4 ·5· -· ,, ... 816.0 .-3:0.898 . V2 -6 8:16 • 0 3 0 .• 8.9 8 5 -WEB AXIA.L. LO---AXIAL LD . SLOPE -, ·: IR WE"B . .TOP 'CHORD ~~562 +· -11024~3 9611.5 -1. 931. ---1.023 .·o 9141. o 1.-90.1. -5074~4 .o -.966 + "52-86.4~ 15305.9 ·--~00 • .816.& ·-15305.9· • 96-6 .,. -4111. 6 -• 0 7 81-6 • 0 3·0 .,8'9.8 6 8 · -816 •. 0 ~ --30.-8-98 VB -- 9 816~0 ~0.898 7 .... 966 +· '.2936.9 20376.5 .ooo·----s.16.0 ·-20376.5 • 9-6'6' --J.]62 .1 • 0 10 8.1:6. 0 30. 898 -8 · 11 81E:b .30 .• 898 V4 .12 ~l16,. o. 30. 898 ffR .... ·9-66' +· 5.87.-4 -22066.7 •. o.tto, -,.a1·6.o 2·20.66·.1 · • '9 6 6 + 5 8 7 • 4 • 0 13 819.2 · 3-0~898 7R 14 ~08.4 30.898 V5 i5 497.3 30~898 6R 16 · •. 0 · • dOO 5R. 17 • 0 • dOO, .. V:6 18 • 0 • 000 4-R -.966 -1762.1 2-0376.5. • 000 _ 81,6 .• 0 20376. 5 .966 .+ 2936.9· .o -.966 -4111.6 15305.9 ~000 ~ 816.0 15305.9 -~66 + 5286.4 .o 19· • 0 • 0 0 O _ 3 R ,.. 1 • 9 0.1 5 0 74 • 4 9141 • 0 2,0 .0 • 000 2DR .. 1 • 9 3'1' · -10 2 3 • 0 9 611 • 5 21 .O .Q-00 2R .562 + 11024.3 .o ,,.,, ·-.:. !,." ..•.. .._ "'" .... -·-' ~ t ' , ' --.... : • -~ ' -. -. : .: ·.';.'. : ~· . ' -· . ··---...;~ .:::.--~--·'·.:-::":'.,.,.--, -' . .-. . ,, . ~ . • -......... .i.. ....... ,.... .., ...... : ·. _, •• • -••• : '"" ,. < ,.... -.. ; ... -' • ' . ;_.. -. ' . . . ~ . :,:· .. -• -: ;:~: ., . ·~:."~1-· ~ . · .• :.~:.~ •• ~ •.• ,~ .... -~.;~:~-:.--:..:.-~.:::·,.,.;:: :.~:~ ,£\.__,._ AXIAL LO BOT CHORD .O· .o 11503.0 .• o .o 18263.8 ' • 0 • o· 21644.1 ~ 0. .0 21644 •. 1 . '. 0 .o 18263 .·8 • • 0 •. -0 11503~0 .0-• o • 0- .,.,, ·:. ".:,. \ ... .· ,, .. ... :,•• --~-·--.::,.• ~:f":~-t-: .. -,' ,• ~--· . ,. PURITAN-BENNETT 94-9-432 LIST 41 T71 • May 18, 1990 **CHORD DESIGN** STEEL FY = 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP . L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 9080.6 9080.6 8636.2 ·8636.2 20847.9 20847.9 8636.2 8636.2 9080.6 9080.6 AXIAL RATIO .3027 .6274 .2879 .4974 • 6949· .9079 .4974 .2879 .6274 .3027 MOMENT UNI LOAD -3752.0 3153.7 -3752.0 623.8· -2176.0 1088.0 623.8 -3752.0 3153.7 -3752.0 BENDING BENDING STRESS RATIO 13172.7 .4391 4207.9 .1944 13172.7 .4391 832.3 .0350 7639.7 .2547 1451.7 .0637 832.3 .0350 13172.7 .4391 4207.9 .1944 13172.7 .4391 I FLRS COMBINED RATIO .7418 .8218 .7270 .5324 .9496 .9716 .5324 .7270 .8218 .7418 . . SEC DESCRIPTION TC 22 L. 2 X 2 BC. 22 L 2 · X 2 X.137 . X.137 AXIAL LOAD .. 22067. .a 21644 0 K KL/R ·1.00 40.3 1.00161.3 506.lDEV 2 147.lREQ 0 ·312.6REQ TL LENGTH 39-6 0/.0 30--6 172 SEC DESCRIPTION ,c-c-AXIAL STRESS CBRMP BC 22 L 2 X 2 X.137 20848. .6949 BOTTOM CHORD EXTENSION= 0-7 0,0 ~6~K£ tlX~ ~g~DD~~r :-~5~:~ ~tF~ L/240 LIVE LOAD DEV= 495.4 PLF . **TCX DESIGN** SEC L 22 TC 40L BR R 22 TC · --40L BR BENDING MOMENT 424. 56. **END PANEL DESIGN** AXIAL LOAD LEFT .9611.5 RIGHT 9611.5 K 1.00· 1.00 REQ S .014 DEV S .250 REQ I .002 DEV I .413 DEFLC IN. .046 LENGTH o-5 1/.2 o-6 ozo o-2 ozo o-6 070 BEARING DEPTH 5.00 .002 KL/R FLR 98. 3 · 0 98. 3 .··. 0 · .250 .000 .413 .017 5.00 WEB TO END BASEL NGM NGM B. DEPTH 2D· .3-5 0/0 ·5 0/.0 2D 3-5· 070 5 0/0 . **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= END REACTION= 1474.2 LBS. 5896.9 LBS. WEB NO DESCRIPTIO~ 2 8 Ll-1/.4Xl-1/.4X.111 . 2D 18 L1-172x1-172x.145 3 22 L 2 X 2 X.137 4 8 Ll-1/4Xl-1/4X.111 . V2 8 Ll-17 4Xl-17 4X.111 5 22 L 2 X 2 X.137 6 8 Ll-1/.4Xl-1/.4X.111 V3 8 Ll-1Z4Xl-1Z4X.lll 7 14 Ll-1Z2Xl-1Z2X.115 8 8 Ll-1Z4Xl-1Z4X.lll V4 8 Ll-1/4Xl-1/4X.111 8R 8 Ll-1Z4Xl-1Z4X.lll 7R 14 Ll-1/2Xl-1/2X.115 V5 8 Ll-1Z4Xl-1Z4X.111 6R 8 Ll-174Xl-174X.111 5R 22 L 2 X 2 X.137 V6 8 Ll-1/4Xl-1/4X.lll 4R 8 Ll-174Xl-174X.111 3R 22 L 2 X 2 X.137 Q2 K 1.00 1 1.00 1 1.20 . 1 1. 00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1.20 --:-REQ DEV KL/RAX LOAD AX LOAD 163.1 + 11024.+ 15911. 117.9 -1147.-4447. 105.6 -5074.-6948. 180.5 + 5286.+ 7955. 125.4 -926.-2519 •. 112.1 -4112.-6279. 180.5 + 2937.+ 7955. 125.4 -926.-2519. 149.9 -2122.-2205. 180.5 + 2122.+ 7955. 125.4 -926.-2519. 180.5 + 2122.+ 7955. 149.9 -2122.-2205. 125.4 -926.-2519. 180.5 + 2937.+ 7955. 112.1 -4112.-6279. 125.4 -926.-2519. 180.5 + 5286.+ 7955. 105.6 -5074.-6948. REQ FILLET AVBL WELD SIZE WELD SLOT 6.7X .111 10.3+ .OB 2.0X .137 3.3+ .o 2.5X .137 4.1+ .0 3.2X .111 3.6+ .0 2.0X .111 3.1+ .o 2.0X .137 4.8+ .0 2.4X .111 3.6+ .o 2.0X .111 3.1+ .0 2.ox .115 4.o+ .o 2.4X .111 3.6+ .0 2.0X .111 3.1+ .0 2.4X .111 3.6+ .0 2.0X .115 4.0+ .0 2.ox .111 3.1+ .o 2.4X .111 3.6+ .0 2.0X .137 4.8+ .0 2.0X .111 3.1+ .0 3.2X .111 3.6+ .0 · 2. 5X .137 4 .1+ . 0 -·· PURITAN -,,J3ENNETT . . 94-9-· 432 . LIST 41 T71. . .. -----~---~---- ·-.. -'~. ,, . . ,. ~.,..-' ' . •I•, . . . May-18,.1990_ • ~ • i **WEB DESIGN** STEEL FY= soobo. PS.I. MJ:.N · VERT SHEAR = END REACTION= ~----~-~------ WEB...NO DESCRIPTION 2DR 18 Ll-1/2X1-1/2X.145 . 2R 8-L1-·1y 4Xl-li' 4X.111 --------,-------~--------,- Q k 1 1.00 2 :i...oo REQ ·oEV KL/R _A~ LOAD A~ LOAD 1:t7.9 -1147 .... 4447. 1~3.1 + 11024.+ 15911. . :-~*BRlDGING REQUIR,.~ME;NT$** .. . . '·· · · .,_ ·. . ... -· . TC.;..RYY-:--;::22i~-~ctRYY-: ~:-222' wt~NI(·TC RY;·)· ~ 378. 375 WORKING LENGTH =· 38 .542 .FT . . · 14 7 4 • 2. LBS •. RE~8 i~i£~~BfVBL WELD SIZE,, WELD SLOT 2.0X .137. 3:.3+ .O 6.7X .lll 10.3+ .OB ·BRrDGING SPAC:CNG S'.:(1ANDARD .AT 12.847 FT FOR 2 ~OW(S) OF H-BRIDGING. r· , ,I , ,_I _____ , _____ '!'-~----------~-~ ' .. '-·' ... ' . :.: . ,' . ~ ..... ~· ;_,:,,.:~ ~•'·"···.,~·' '. -,.,,,,n '•• ~ •, •• ..... ~, ·•;; ,· .. ·.· ·-.. -. " ., ___ . _ .... _ - ,:,, .. ' . _ .. J!ii - ··,· ' . ·. ''·>. -"; •• - , ·· PURITAN-BENNETT ·-94-9-432 LIST 41 · -May 18, 1990 T74 32LH 306 38' 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL 'DEFL DEPTH 32.00 BS LENGTH 38-11 1/2 SPACING STANDARD STANDARD INCHES 12.9 1.20 TL .38 LL ·**LOAD CRITERIA** TOTAL LOAD= 306. PLF, LIVE LOAD= 96. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 **BASIC DIMENSIONS** · LEFT RIGHT RIGHT , .. --~, .WK LENGTif.c -.-END PANEL -END PANEL ------_-3-8-.-~-~-~~-~-· -·4-·10 0/0 4-10 0/0 LEFT VAR DIM 1-3 3/4 VAR DIM INTERIOR PANELS 1-3 3/4 5 AT 5-4 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-6 0/0 _3-6 0/0 DEPTH DEPTH . CENTER -RIGHT DEPTH LEFT 32 0/0 30 718 32 0/0 32 0/0 (ACTUAL) 30 718 30 718 (EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 510.0 30.898 2 -.552 2 914.8 30.898 2D -1.931 3 812.8 30.898 3 1.962 4 816.0 30.898 -4 -.966 5 .816.0 ··-30. 898-0---·-V2 • 000 · 6 816.0 30.898. ·5 .966 7 816.0 · 30.898 ·6 -.966 8 816.0 30.898 V3 .ooo 9 816.0 30.898 7 .966 10 816.0 30.898 8 ~ -.966 11 816.0 30.898 V4 .ooo 12 816.0 30.898 8R .966 13 812.8 30.898 .. 7R -.966 14 914.8 30.898 V5 .ooo 15 510.0 30.898 6R. .966. 16 .o .000 5R -.966 17 .o .ooo V6 .ooo 18 .o .000 4R .966 19 .o .ooo 3R -1.962 20 .o .000 2DR 1.931 21 .o .ooo 2R .552 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 11177.0 9786.2 .o 1030.2 9312.5 .o 5033.8 .o 11598.6 + 5286.4 15401.5 .o 816.0 15401.5 .o 4111.6 .o 18359.3 + 2936.9 20472.0 .o 816.0 . 20472.0 .o 1762.1 .o 21739.7 + 587.4 22162.2 .o 81·6. 0 22162.2 .o + 587.4 .o 21739.7 1762.1 20472.0 .o 816.0 20472.0 .o + .2936.9 .o 18359.3 4111.6 15401.5 .o 816.0 15401.5 .o + 5286.4 .o 11598.6 5033.8 9312.5 .o 1030.2 9786.2 .o + 11177.0 .o .o } ~ < • ~-... : . .... . -' . . . , ... ~• ; ... ; .... , ' ..... , : •\ ,. '~ ;. ... _ •-" -• ... .. ~ -< ·., ':" ., · .... .•••. o ••• :: ' _·~, . :· - ' . PURITAN-BENNETT ,94...;9-432 LIST: . ,41 ·· -T74 . . .. May. 18, 199,Q -----~--~---~---**CHdR_D DESIGN*·* -STElfb· FY ·= 50000. PSI · . -~---~-------AXIAL . AXIAL, MOMENT L END PANEL PP ~!l~~~--~ij§;~ 0:!J:8~-~~~ L END· PANEL MP 9245. 7 • 6597 3.3-39. 8 L VAR PANEL PP 87.98 .1. • 293.3 +3891:.· 5 BENDING . ST-RESS 13.662. 6 4456.3 13662.6 BENDING RATIO .4554 • 2:0,94 COMBINED RATIO :763.6 • 86-9·0 • 7 4.87 ~ ·L':VAR 'PANEL·-MP · .. _, 8'7_98 ._1 __ . , . _:·.500,9 · · 517 •. 6' · ·-: . ··: INT PANEL. P·P, · 2.09-3·8 .• 1 ,, ··· ... 697'9. -2:176 •. 0. .: . 6·9'0. 6 ". '7639. 7". ·, 1451.7 -.4554 .,0:2'90 • 254,7 · .:0,6·37 · • 5300' · .•. 9526 . INT .PANEL MP . 20938.1 ~9-118 1.088.0 R VAR PANEL -MP 8798.1 • 50'09 517. 6 R VAR PANEL PP 8798 ._1 • 293.3 . -38-91.5. R END :E>ANEL MP · 9245. 7 • 6597 3:339. 8 'R END PANEL PP 9245.7 .• -3.082 -·3·891.5 . ,SEC DESCRIPTION .. AXIAL .LOAD K · ·· KL/R Tc.· ... 22 L _2. a· x. 2 .·. x. 1:n.: · . : 2:21e;2. 1. oo . 40. 3 .. · .. BC -: .22 , .. , L ·:~. 2 ,·c.:•X·s·,. 2-, ·: -X.137-: . . . . 2.1740. ;:l .,QQ, 161. 3. . · .: ·:· .. --SEC · .DESCRIPTION · ·:· ·· .... AXIAL STRESS .. CBRM-P .. BC' 22· . L · __ 2 X 2 '. x:.1:n. .. . 20938.-. .6979 BOTTOM CHORD EXTENSION:::; 0-7 0/0 690.6 13662.6 '4456.3 13·662. 6 I 506.lDEV ·· -.148. lREQ · 314.7REQ • 029.0· .4554 • 20-94 .4554 FLRS 2 0- TL .9755 .5300 .7487 • 8'690 .7636 LENGTH 38-11 1/2 30-5 1/2 ' . L//60 LIVE 'LOAD _DEV ~-. 3:28,.1 PLlt, _L/24·0 ..T TAL. LOAD FOR,D~FL -306.0. PLF. . . LIVE LOAD DEV= 492 .• 2 PLF I -. ---------------------' ' . . **END PANE'L ·.DESIGN** , · · ·· -~~~~---~~~-~----~--AXIAL LOAD K 'KL/R FLR WEB TO END BASEL NGM NGM LEFT 9786.2 1.00 'I00.8 0 2D. 3.:.. 6 0,/.0 B. DEPTH '5 ·0/0 5 Oj'O RI'GHT -9786.2 1.0·0 J,00.8 0 2D· 3-Ei 0/0 ----' --'-. ----' ·. *:*W:E:;e I;>ESIGR** STEEL. FY = 5·0000:. -];>SI. ~:I:N .VERT SHEAR = . . . ----· -------, · · · · END REACTION· = l ... . . .. : , ; :. .. ... · .. · · ·: · .·· _... . ... ·. · REQ'. · DEV. WEB'·NO DESCRIPTION ·· · · .... 'Q · K ·. KL/R AX LOAD AX LOAD 2 8 Ll-·1/4Xl-1:[4X.111: -· 2 1.00 .165~4 ·+ 11177.+ 15911. , · 2.D .L8 Ll-1/2X1-1/2X.·145 1 1. 00 117 .9 -1155 .• -4447. i-····3 ·2'2.::L 2 .X. 2. X..137" '. 1:1 .• 20 104 .• 9·-· · ·5034.-· 7017.· 4· 8· Ll-1/ 4Xl-.1/ 4X.111 .· 1· 1 :· . .oo :1'80 .• 5 +· :-5t8fr. +· · 79·55. :V2 8 Ll_-JJ4'Xl-1./4X.111 · 1 :1.-00.12·5.4 -, 9.27.-2519·. -5 22 L '2 X. 2 X.137 · 1 1.-00 .112.1 -·4112.-6279. 6' 8' Ll-1/4Xl-1/4X.'111 · 1 1.00 ·l.8:0.5 + 2937.+ · 7955. V3 8 Ll-1/.4X1~1/.4X.-1111,1,:-· 1 1.:00 125. 4 -· 927 .·... 2519. 7 14 L1-1Z2Xl-1./2X.115 -1 · 1 .. 00 "l:4.9 ~-9 . 2:i,27·,.,,... . 2205. -8 8 I,1 ... 1/.4Xl-:l/.4-X.11,J, .. 1 .1 .• op. 180.!5 + .. 2127.+, 7955. \74 8 Ll;::.lZ 4X.1-.1Z4X .• 111 ·. J,. 1.~ 00 .. 125.'4 --· 927. -· 2519'. 8R ,8 I,i1-1/4Xl-l/.4X.-111 . 1 .1.~·00 -180 •. 5 -+ 2127 .+ 7955. 7.R 14 ,Ll-_1/2XJ;-1,Z2X..115 ... L 1 .• 0.0 149.· •. 9 ·-21-27,.-2205. V5 8 Ll.-1/.4Xl-1/.4X.1'.1~ .. 1 1.00·._,125.4 -.: ... 927~-2519. 6R 8 Ll-:-1Y4Xl-lj'4X.111 1 1 .• 00, 180:.5 +. 29,37.+ 7955. 5R.22 L 2 X Z X~13~ 1 1~00 112.1,... 4112.-6279. V6 8 Ll,-1/4:Xl-1/4X.111 . 11 •. 0'0 125.4'-:-9·.2-7~.,., 2519. 4R 8 Ll-11/4Xl-1/4X.111 1 1~00'18-0.5 + 5286.+ 7955. . 3R 22 L 2 X 2 ·x.137 1 1.2.0 104.9 -5034~.,. 7017. i 2:DR:J.:8 Ll-1/2Xl-1/.2X.145 1.1.00· 117.·9 -.1155.-4.447. 2R 8 Ll-lj'4Xl-1j' 4X.111 2 .. :J_. OQ 165. 4 + 11177 .+ 15·911. ' ·.,.. ,. •'•, -. -- •·. 1· ' •. ": • • ~~-.. ;... .' • ..., .. ~ ...;,. ...... :.. M > . ' • _... -.;• ' •• ..... . --~ •. •\ -t • • •• ,; • : • ~ -.-. --·:::-,,.~ -!:. __ ·-,--: ·.-~ --·, .. 1477.4 LBS. !5 9 0 9 • 6 LB'S • REQ FILLET AVBL WELD SIZE WELD SLOT 6.8X ~111 10.4+ .OB 2. ox .137 ,'. 3. 3+ • O 2.5X .137· 4.1+ .0 3.2X .111 3.6+ ·.o 2.0X .111 ·3.1+ .O 2.0X .137 4.8+ .O 2.4X -111. 3.6+ .O 2.0X .1~1 3~1+ .O 2.ox .115. 4.0+ .-o 2.4X .111 3.6+ · .O 2.0X .111 3.1+ .O 2.4X .111 ~.6+ .O 2.ox .115 4.~+ .o 2-. ox .111 3 .1+ • 0 2. 4X • 11'1 '3. 6+ • O 2.ox .137 4.8+ ~o 2.0X .111 3.1+ .O 3.2X .111 1.6+ .O 2.5X .137 4.1* .O 2.0:x .137 3~3+ .o 6.8X .111 10.4+ .OB ~ -_'.., :. -., -. .. ·. -~ _: .· ,,:, :,.', .. ,; .. :;_,:,:,~-,--:<::::,:./~:~·,~;;~:·:'",}_:_._:"';."·,~ ;~,,.:~:-::;,~.-~.:~:~·:\'_"·-: :: '-; ._ ·::' ......... ,...;·~ .. • .. ,. ·, ;.;--<· ,,,, ,,,·,,. , } '< .... ·~--~ • 1-..:'..t~·: r, • ... ~ .' ;:·. "'! !. '<" ., ... -. ~t/; 4~ • .,,,; • 'l "-"\..:: ..-,:. ~-: •·••\_.:-.. =-~""·i~,,.-:f_ ~ . .;.~, • .~. -: · ~ ,·..:: ;. 1 .. ~.: :;-: ..-:'!: !1'.. ~.~ .. ~ ,,.~ ·,°l:,':'':.: i"'"?",;.-1. ,.,a:_ •.. --~:, _ ~.::.: ::~. -=::t~:, . .PURITAN-BENNETT 94-9-432 LIST 41 T74 •• **BRIDGING REQUIREMENTS** ------------------------- .. •• May 18, 1990 TC RYY = 1.222, BC RYY = 1.222, WLEN/(TC RYY) = 379.193 WORKING LENGTH= 38.625 FT BRIDGING SPACING STANDARD AT 12.875 FT FOR 2 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO . -:· SLOPE OF WEB W3 /W3R • - PURITAN -BENNETT May 21, 1990 94-9-432 LIST 42 G20 27YG O 23' 6-1/4" 27G 4N 12.30K ------------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-6 1/4 06-00 0/0 5.0 IN .5 IN .50 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 109.00 KIPS. CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA*~ . _. L TCX LOADS: UNIFORM= **BASIC DIMENSIONS** O. PLF. LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 23.1875 3-10 3/4 3-7 1/2 LEFT VAR DIM 2-0 0/0 VAR DIM INTERIOR PANELS 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 3-10 3/4 3-7 1/2 5-10 3/4 5-7 1/2 DEPTH · DEPTH DEPTH LEFT CENTER RIGHT 27 0/0 27 0/0 27 0/0 (ACTUAL) 25 1/8 25 1/8 25 1/8 (EFF) _ **.TRUSS ANALYSIS** · pp 1 2 3 4 5 6 7 -·3 9 10 11 12 13 14 15 LOAD-LBS .o .o 12300.0 .o .o 12300.0 .o • 0 12300.0 .o • 0 .o .o .o .o EFF DEPTH 25.145 25.145 25.145 25.145 ·25.145 25.145 25.145 25.145 25.145 25.145 25.145 .ooo . 000 .000 .000 WEB MEM 2 Vl 3 4 V2 5 6 V3. .6R 5R V4 4R 3R . vs 2R WEB SLOPE -.562 .ooo 1.048 -1.048 .ooo 1.048 -1.048 .ooo 1.048 -1.048 .ooo 1.048 -1.048 .ooo .606 . AXIAL LD IN.WEB + 37224.1 .o 25207.4 + 8203.9 .o -8203.9 + 8203.9 12300.0 + 8799.7 8799.7 .o + 8799.7 25803.2 .o + 36020.1 TCX LEFT o-1 0/0 TCX RIGHT o-0 0/0 AXIAL LD TOP CHORD 32452.1 32452.1 .o 55520.9 55520.9 .o 66849.6 66849.6 .o 54698.2 54698.2 .o 30806.6 30806.6 .o AXIAL LD BOT CHORD .o .o 49856.6 .o .o 61185.3 .o .o 60773.9 .o .o 48622.4 .o .o .o :PURITAN -BENNETT 94-9-432 -:. LIST ·42 G20 . ----:------------ --. , .... · ·- ,' .• -.... _,·, ... ·- ' ' . Ma,y 2,1, 1990· ~~~~~~~-~~~!~~~~ STEEL FY= .50000 •. PSI ' ' · ....• ··= · AXIAL 'AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO. UNI LOAD STRESS RATIO . RATIO LEND.PANEL. PP 5:674~7 .:1·a92 .• O · .• O .0000· .1892 L END PANEL MP 5674. 7 .2440 • 0 • 0 • 000.0 • 2·440 L VAR PANEL PP 5674.7 •. 1.8.92 .0, .O .0000 .1'892 -··L VAR PANEL .. MP. . 5674 .'7.. . .2094 ... --_., ·• o. ·· • 0. . • 0,000 ·• 2094 · . INT PANEL PP ,,'116'8·9.'6. , .. ·.3'3'97 .. · .. ·;. '· ··.:.o :: .0·· · .o·ooo-~ ·. .3897 INT PANEL MP 11689 ~ 6 , :4411 ··. . • 0 • O • 0000 . ; 4411 R VAR PANEL MP 5386.9 .19$8 .0 .0 .0000 .1988 R VAR PANEL PP 5386. 9 •. 1796 • O • 0 • 0000 .1796 R END PANEL MP 53·86 •. 9 • .2.252 • 0 • 0 • 0000 • 2252 R END-'PANEL PP 5386.9 .1796 .O .O .0000 .1796 SEC. DESCRil?TION AXIAL: LOAD · K . · · .· KL/R I . · ··FLRS ~LENGTH TC · 59 L 4. X 4 X.37_5. . 66850 • .-1.0.0 ::..35.1. 1071.lDEV ·6 ., 23.:.. 7 1/4 . :ac. 3'9· ... L2-1/2X~-1/.2X. 250 .. ,', . ., .6:J_l,8,5., :1 .•. q.o-~:-9.7.-7._ · · · · • OREQ _ 0 .. · .2'3-:-1 .3 / 4. 463. 7REQ TL . . . ...: ... SEC DESCRIPTION . · AXIAL ·STRESS-CBRMP BC ·39 L2-1/2X2'""1£·2x. 250. . -2'814'7. _ -.• 9·3a-2. L/360 LIVE . OAD DEV == · 3-209 •. 7 PLF, L/240 LIVE LOAD DEV - 'I'OTAL LOAD. FOR DEFL =. _ 2 08·4. 2 P:LF. _ . . . 4814.5 PLF ' . ·--------------. . . **TCX DESI'GN** ---~-----~--"!--- SEC L 59 .TC . 63 BR BENDING MOMEN·T ' 0. REQ S .000 DEV'S· ·REQ I 3. 046 · • ooo· DEFLC DEV I IN. 8.717 .• 008 LENGTH·B~~~~~G o-1 0/0 6.00 o-6 o,o ' . . --~~-~---~-~--------i . **END PANEI;i' DESTGN** . ;-, . ~--~-:----~--.----~~-~~---' AXIAL._ LOAJ) -·· . K , KL/R · "FLR -WEB:. : · TO-.END·. BASEL . NGM . ·NGM B ~--'bEPTH LEFT 3245a. 1 · 1 .• 00 RIGHT· 308,0.6. 6 1. 00 56.8 · O· -.·· V ,:3...;10-'J/4 5 2 • 7· 0 · V 3-7 1 /2 EP VP 6 0/0 EP VP 6-0/0 ___________________________ ,..,., ______ _ , ·*-*ADI=>'ITIONAL TC AXIAL· LOAD· DESIGN*-*··: ···ALLOWABLE· STRESS ~~---:...--,-------~--..;. ____ . ___ ~·--~~-~~·~-_,;;'.,;,;.~-:.-.~--·· ----_-:CNCRE;ASED:· :3:3% · --TENSION ... ~ . AXIAL SEC. FORCE TC 5-9-109000. AXIAL AXIAL . > . . STRESS -RATIO - 1:9060·~ 1~· · ' -i,4,777 · AXIAL-AXIAL · FORCE' L END PANEL. PP . 141452 .1 · .. S.TRESS L .END PANEL MP 1414'52 • 1. _. L VAR PANEL PP· 141452~1- 24734.8 24734.8 .241~4 .• a L VAR PANEL .MP 141452 .·1 INT PANEL PP 17·5849~ 7' INT PANEL MP 175849. 7 . 2:473{L 8 R VAR' PANEL MP 139806 •. 6 R VAR PANEL PP 139806.6 R END PANEL MP -139806. 6 ' R END PA:NEL l?P 1398 06 ~ 6 . 3074.9. 7. ~074,9.7 24447.0 24447.0 24447.1 24447.1 I• , ' - --· CbMERESSI.ON -' AXIAL . . · BENDING . · ... 'RATIO . STR~S$ .6199 .o • 79,98 • 0 .• 619.9 .• Q, • 6.8.6.4 • 0 . .7707 .o • 8724 • O· .·6784 • 0 .6127 .o .7683 .o • 6.127. .o _.,, . ~-. BENDING - RATIO .0000 .0000 · -. 0000 .0000 • 0000' .0000 .0000 .0000 .0000 .0000 COMBI:NED RATIO .6199 .7998 .• 6199 .6864 .7707 .8724 .6784 ~6127 .7683 .6127 •,--: ~ .. •, . •+ .--:· -:-• -· •• ..-.. , ·,;,: "~,i '.:~1~:·:.;::,::)t/ .. ~:;::;:;,/-,'..,,':,;.:-<·:·::.;_ ·_.·.-·~::-~ -~--. ·,_,: -· • . -. . -=-. -· . ' . + • ' --:.,.;;. : ... _., ; ' ii PURITAN -BENNETT 94-9-432 LIST 42 G20 •• - May 21, 1990 **WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 4666.4 LBS. WEB NO DESCRIPTION 2 31 L 2 X 2 X.232 Vl 17 Ll-1/2Xl-1/2X.138 3 27 L 2 X 2 X.188 4-:22-·L 2 ·x 2 X.137. -V2 17 Ll-1/2Xl-1/2X.138 5 22 L 2 X 2 X.137 6 22 L 2 X 2 X.137 V3 27 L 2 X 2 X.188 6R 22 L 2 X 2 X.137 5R 25 L 2 X 2 X.163 V4 17 Ll-1/2Xl-1/2X.138 4R 22 L 2 X 2 X.137 3R 27 L 2 X 2 X.188 VS ~7 Ll-1/2Xl-1/2X.138---2R 31 L 2 X 2 X. 2 3 2 **BRIDGING REQUIREMENTS** ------------------------- Q2 K 1.00 1 1.00 2 1.00 2 1.00 1 1. 00 1 1.00 2 1.00 1 1.00 2 1.00 1 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 END REACTION= 18665.5 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 84.0 + 37224.+ 52451. 13.4X .188 11.6+ 3.6B 85.1 -1337.-7086. 2.ox .138 4.2+ .o 56.3 -25207.-33449. 9.lX .188 10.0+ .OB 55.7 + 8204.+ 31754. 7.8X .137 10.0+ .OB 85.1 -1337.-7086. 2.0X .138 4.2+ .0 87.6 -8204.-8641. 4.0X .137 5.7+ .0 55.7 + 8204.+ 31754. 7.8X .137 10.0+ .OB 63.9 -12300.-15801. 4.4X .188 4.9+ .0 55.7 + 8800.+ 31754. 7.8X .137 lD.0+ .OB 88.0 -8800.-10612. 3.6X .163 5.7+ .0 85.1 -1337.-7086. 2.ox .138 4.2+ .o ·ss.7 + 8800.+ 31754. 7.8X .137 10.0+ .OB 56.3 -25803.-33449. 9.3X .188 10.0+ .OB 85.1 -1337.-7086. 2.ox .138 4.2+· .o 79.4 + 36020.+ 52451. 12.9X .188 11.3+ 3.6B TC RYY = 2.051, BC RYY = 1.440, WLEN/(TC RYY) = 135.636 WORKING ·LENGTH= 23.188 FT MAXIMUM SPACING FOR BC BRACES= 28.799. :_ •• ' • -~¥ ·. -:!· . ·-, ·-~:·· .. , -,,. ~: .: .... -· •, . ' . -.~ ~ ,·. ' -: ' ~-_,_ .. ~ .. _... -,--· . ,. :• ....,, .... -....... · -.. ' ' ~ .. -. . . . , -. ' . . . PURITAN ---BENNETT'. . .. ··· M;a~r.21, 1990· · · 9-4-9-432· · LIST 42·, .. · ·· · , .. ·. G-21 . 27YG .. ·0. . 2·3J · 6-1/411· 27G 4}C.12.30K ~~~-------------~-----~-----------~---------~--~----------------~-------------**JOIST GIRDER DESIGN REQUIREMENTS**·. SJI $PEC$ VULCRAFT ENG QEPT~* ------~-.;.~-~--~-------~drsT _____ LEFT~i;i-RGHT-ENo _________ icTuii:~oiF£-j_;oiN.T __ _ DEPTH BS LENGTH· SPACING STRUT STRUT INCHES: LOADS 27. o:o ~:3-6 1/ 4 o·o..:,,oo 0/'0 • 5 I;N 5. 0 IN • 56 T~ REQ .00 LL .. **LOAD. CRITERIA** -·-· ·. -· . · ., . ' :· ... -··" · . T~:~ir:-,r:;AD~:~-~-.:. ~--PLF.,· LIVE; ... ~OAD ~ ' ',". ~·~ ~ .. ' . PLF; TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADbITIONAl.rTG AXIAL LOA:D = 82.00 KIPS. CONCENTRATED· 12 • 30 O .. KI,P·( $) .TOTAL. AT PP · 3 ' .. !5 · 9 ,. -----------~-------~--~--~~ ·**TCX/CAN.T. LO~D CRITERIA:~-*·:., .. :·· .. I ''• -. ' . > .~ .-• ' • ' -~ ,.,--.-----.-, . , ----,------· -·.. ... -·- . ;R ·TCX . LOA,D$ : U~HFORM ;:::: 0 ~· PLF •. --------------~----~ **BASIC DIMENSIONS** . --·--·--· ----------- WK LENGTH ENB1sirNEt··ENtr~i~E'L :: .. 23.1875 . 3-7 1/2. 3-10. 3/4 :.LEFT . RIGHT VAR DIM .. VAR DIM .2--o 0/0 2-:o o;o DEPTH ·-DEPTH··· 'DEPTH · INTERIOR PANELS 3 AT 4-0 0/-r;J, LEFT . "CENTER·:--RIGHT .. . · .. ·. · 27 0/.'0·. ·27 0/.0 .. 21 ·010 (ACTUAL) 25 114 25 1/4 25 1/4 '(EFF) TCX LEFT.· TCX RIGHT o-o o/o ·o·-.. 1 0/0 ~-----·----------~-*~TRUSS ANALYSIS**· · . · · ·. ·----=-~-~-;...:;....;,~.;...~--.:.. ¥• -.,.. ' ' ~ ,. . . ,'·,,~ .,' ....... _ .:~, ,~"..:;I,~~-.: pp ,1 2 3, 4 .5 . '6 T. 8 ·.9 10. 11. 1 12 13 14 15· Ld.Ab.;,.i.BS •. o ·• o-· -. . '12300. 0 .•. 0 . .• ·o 12300.-0 . . . • o: .o !l2300.0 . • 0 .• 0 .o .o .o .o -. . . . EFF · · 'WEB .. · WEB -AXIAL LO . . . AXIAL LO 'DEPTH MEM . SLOPE . . . ,. IN WEB T.OP CHORD 2'5.2.88. 2 . ..;,.609-+. 35870~4. 30631.4 25·.2.88 · ·v1 .ooo o ·· 3.0631.4 ·-25. 2'88 . . '3· , 1;054 25733: 4. . . • O 25.288 · 4 · · -1 .• 054 · + .. -877:5.9 . 54387.2 25. 28:8 V2 .·· ·: • 0'00 ... ~ ... ·::: . ..o · .. , 54387. 2 25 .-,288 5 1. 054. -877'5 .,9 .• • 0 . 25.288 6 -L,·054 + 8775.9 6.6.469.6 25.28-8. V3 -. :.000 .. ,.. . 12300.0 .... 6.64,69 .• 6 . 25 .• 28°8 6R : 1 ... 054 >+ .· . 81'81. 7 · · · . . • o 25 • .288 SR ~1.~54 · 8181.7 55205.3 25.28'8 V4' .000 -.o· 55205.3 .·000 4R 1 .-054 + 8181. 7 ·_ • O • 000 3:R -1. 054 Z5139. 2 32267. 6 • 000· 'V5_ • 000 ,.-· • O 3226"7. 6 • 0.0 O 2R • 5 6 5 + .. 37 0 6 3 • 4 . • O .. ' . ~ ' ·~ --, . . -.. , ·.- AXIAL LO BOT CHORb ~o ii' .• 0 48"346. 0 ~ O· • 0- 60428 ~ 4 .o •. o . 60837.4 .• o .o 49573 .• 1 .o ~o .• 0 • •n • ~ • • • ' ,. •• • , ' ~--... , .. . ' ,' ' ' ,. ·-.. -.., • • •• • .I ' .. r ... , •• PURITAN -BENNETT May 21, 1990 94-9-432 LIST 42 G21 ----------------**CHORD DESIGN** STEEL FY = 50000. PSI ----------------AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 6689.l .2230 .o LEND PANEL MP 6689.1 .2951 .o L VAR PANEL PP 6689.1 .2230 .o -L VAR· PANEL MP· 6689. l' .2521· .o INT-PANEL ·PP 14515.1 .4838' .o INT PANEL MP 14515.1 .5587 .o R VAR PANEL MP 7046.4 .2656 .o R VAR PANEL PP 7046.4 .2349 .o REND PANEL MP 7046.4 .3226 .o REND PANEL PP 7046.4 .2349 .o SEC DESCRIPTION AXIAL LOAD K KL/R 54 L3-l/2X3-l/2X.344 66470. l.OO· 38.9 TC BC BC 38 L2-172X2-172X.230 --60837. 1.-00 97.5 SEC DESCRIPTION AXIAL STRESS CBRMP • BENDING BENDING STRESS RATIO .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 . o .0000 .o .0000 I FLRS 955.3DEV 6 .OREQ 0 463.7REQ TL COMBINED RATIO .2230 .2951 .2230 .2521 .4838 .5587 .2656 .2349 • 3226 .. .2349 LENGTH 23-7 1/4 23-1 3"/4 38 L2-1/2X2-l/2X.230 30293. 1.0098 L/360 LIVE LOAD DEV= 2862.6 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 2084.2 PLF. 4293.9 PLF **TCX DESIGN** SEC R 54 63 TC BR BENDING MOMENT o. **END PANEL DESIGN** -- LEFT RIGHT AXIAL LOAD 30631.4 32267.6 K 1.00 1.00 REQ S .000 DEV S 2.131 REQ I .000 DEV I 5.323 DEFLC IN. .008 LENGTH o-1 0/0 o-6 070 BEARING DEPTH 6.00 KL/R FLR. WEB TO END BASEL NGM NGM B. DEPTH 60.3 0 V 3-7 1/2 EP VP 6 0/0 65.0 0 V 3-10 374 EP VP 6 070 **ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% -TENSION -AXIAL AXIAL AXIAL SEC FORCE STRESS RATIO TC 54 82000. 17906.6 .4488 X -COMPRESSION -AXIAL AXIAL AXIAL BENDING BENDING COMBINED FORCE STRESS RATIO STRESS RATIO RATIO LEND PANEL PP 112631.4 24595.6 .6164 .o .0000 .6164 LEND PANEL MP 112631.4 24595.6 .8158 .o .0000 .8158 L VAR PANEL PP 112631.4 24595.6 .6164 .o .0000 .6164 L VAR PANEL MP 112631.4 24595.6 .6970 .o .0000 .6970 INT PANEL PP 148469.6 32421. 7 .8126 .o .0000 .8126 INT PANEL MP 148469.6 32421. 7 .9383 .o .0000 .9383 R VAR PANEL MP 114267.6 24952.9 .7072 .o .0000 .7072 R VAR PANEL PP 114267.6 24952.9 .6254 .o .0000 .6254 REND PANEL MP 114267.6 24952.9 .8589 .o .0000 .8589 REND PANEL PP 114267.6 24952.9 .6254 .o .0000 .6254 ,;• - . ',._. : '.-· . .. . . . , -· .. PURITAN_·_ BENNE-TT · ·-· 94.""'9-. 43'2 LIS.T· 4.2 G21 ---,~-----~~--- ,.---·-. ' ~ ' ··-',-.. .... ~.-..'. -· , ' ... ~-. . . ' ..•. - • ,, 4 ... . . . . . Mar 2;1, .-19.9·0 **WEB-DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 4666.4 LBS. ----------~----· '• END REACTION = 18·-665. 5 LBS. · . . REQ. DEV REQ FILLET AVBL _ WEB-NO DESCRIPTION .Q K KL/R AX. ·LoAp ,AX LOAD WEI.iD SIZE WELD SLOT 2 31 L 2 ·x ·2. x.23,·2 2 .1.0·0 79.'5 + 35870.+ 52451. 12.9X .188 11.4+ 3.6B Vl 17 L1-1/2·Xl-l/2X.138 .1 1. 00 85. 6 -13·29 • -7046. 2. OX •. 13·8· 4. 2-f-• b ... 3 .27 L. 2 X 2 X.18·8 ·, 2 .1.0.0 -5:6 .• 5 .,.. 25733.-33409. 9.2X .188 10.1+ .OB .. 4·_ "1'7::_I,,1:-1/2Xl-.1/.2X.138 .. 2_:'.l.QO ··75".Z:!'. .. + ;877·~.+ .2·3_697. 5~8X .138--10.lf .OB :· 'V~ ···17 L1~1-/2Xl~l/4X.138 ·-1-1.0·0···8'5.6,·-·. -13'2.9.--70·46. "2.0X .138 -· 4.2+ .O 5 25 L 2 -X. 2 X.163 1 1.-00 88.2 -8776.-10580. 3.6X .163 . 5.7+ .O 6 17 Ll-1/2-X.1-1/2X.138· 2 1.00 75.2 + 8776.+ 23"697 •. 5.8X .138. 10.1+ .OB V3 27 L 2. X · 2. X.188 1 1.00 64.2 -12300·.-15755. 4.4X .188' 4.9+ .O 6R 17 Ll.;..1./2Xl-1/2X. ;138. 2 1. 00 75. 2 + 8182. + 23·697. 5. ax .138 10. 1+ • OB 5R 22 L · 2 X 2 X.137 1 1.00 87 .• 9 -.. 8182.-8618. 4.0X· .137 5.7+ .0 ... V4 17 L1-:1/2Xl-1/.2X.138 1· 1.00-. 85.6 -1329.-7046. 2.ox .138 4.-2+ .o ; --4R. 17 · L1~1,2x1·-1,2X. l38 · . 2· 1 ! 00 . 75 •. 2 "+ 8182. + · 23.697. 5 .• ax .138 10 .1+ . ~ OB 1 • 3R-27 L 2 ·. X ·. 2. X.18"8 .2.--1.00 .56.5 -2513·9 • .;.. 3-34-09. 9.0X .1R8 10.1+ .OB -. ;_ ·v5 11 L1-1/2x1-1;2x.13a ..... :t ... 1:.0.0.~. 85-.6··· ... _.:1?29.-. 7.0-46. 2.ox .138. 4.2+ : .o - . '. 2R 3:1 ,L. 2 X .2 X.232 2 1.-00: ·"84.1 +:• 37063.+5"2451. 13.3X .1:88 11 •. 7+ 3.6B . ---.. G-------------·-/ ·. **B,RIDGI-NG REQUIREMENTS** ·· _ _ ictRYY~;-~i:-a:;9~-Bc:i~i-: 1. 4 3 5, . WLEN/ .(Tc RYY > = 15 o. 512 , WORKING LENGTH· = 2 3 .• 18 8 FT0 ; -:·-' .. MAXI:£,ruM. · SP~CING · FOR .BC . BRACES· == .2"8. 70 6 . ,;",,.' ---~.,..---~~--------------- i •. : ' .... . -~ .. · ' ' •• ,. -,'-,r -·-•.,· , . '·~,. -oil,,·· .. ·.: .. .r:, ' .. ... ~ . . . , ... ' .. . '" ~ , ·. ..._ ... . :· .:', • ·~ ;.: . . ...... ';!: .. ,t!..'. --· ·:-....... -" : . } .. ' ' .. ' .. :~ .. ·: .·. .. ' .· ' ·. / -.. ~ . ,-._ :::: \·;· ~--.. :.-: =--.. , · .. ·:-" :; __ .. .·:. ·.:::: , .-:,:i/:f~:j: ·:-r_ ;·:.-: .. ~1-/ ~,/\-; . .: .... --. . . . : .:;· ·.~ ";, ' ' . -'/ : . . . ·:' • ,,: :,-•• :~•,} • _.. (, ·;..: .' '.' • I. ,••/ '-• l , _• _.; V ·, .. , • • , ..-.. -t , '!.'·:-,~~' .•. ,.;_:'!._;•.•,I-':-.,'_..,..••.• •.~A-_,.:,;::-,:'-•"'···,"'..-:~=.,':,,_.-,_;s·'::'°;,,.i.._,,.,,~-_•·:·,~--,~ .. -~• !•~·:,.:• ~-,•.••;•_;: ,. :.,,.-:-~•,:·-.'::Z"t..-.'. ~ .• '.;, PURITAN -BENNETT 94-9-432 LIST 42 • • May 21, 1990 G22 27YG 10 23' 3". 27G 4N 20.00K **JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS DEPTH BS LENGTH 27.00 23-3 0/0 **LOAD CRITERIA** ----------------- JOIST SPACING 06-00 0/0 LEFT END RGHT END STRUT STRUT • 5 IN • 5 IN TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXI~L LOAD= 70.00 KIPS. CONCENTRATED 20.000 KIP(S) TOTAL AT PP 3 6 ·9 **BASIC DIMENSIONS** LEFT RIGHT RIGHT VULCRAFT ENG DEPT** ACTUAL DEFL POINT INCHES LOADS .61 TL REQ .00 LL WK LENGTH END PANEL END PANEL 22.9167 3-7 1/2 3-7 1/2 .LEFT VAR DIM 2-0 0/0 VAR DIM INTERIOR PANELS 2-O 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM · 3-· 7 1/2 3-7 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH DEPTH LEFT .CENTER RIGHT 27 0/0 27 0/0 27 0/0 ~ACTUAL) 25 0/0 25 0/0 25 0/0 EFF) _ -------------------.. **TRUSS ANALYSIS** ------------------.. EFF . WEB 'WEB AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 .o 24.996 2 -.602 + 58144.2 49807.1 .o 2 •· .O· 24.996 Vl· .ooo • 0 .·.: .·49807.1 .o 3 20000.0 24.996 . 3. 1.042 41589.4 .o 78611.1 4 .o 24.996 4 -1.042 + 13863.1 88212.5 .o 5 .o 24.996 V2 .ooo .o 88212.5 .o 6 20000.0 24.996 5 1.042 13863.1 .o 97813.9 7 .o 24.996 · 6 -1.042 + 13863.1 107415.2 .o 8 .o 24.996 V3 .ooo 20000.0 107415.2 .o 9 20000.0 24.996 6R 1.042 + 13863.1 .o 97813.8 10 .o 24.996 5R -1.042 13863.1 88212.5 .o 11 .o 24.996 V4 .ooo .o 88212.5 .o 12. .o. .000 . 4R 1.042 + 13863.1 .o 78611.1 13 .o .000 3R --1.042 41589.4 49807.0 .o 14 .o .000 V5 .000 .o 49807.1 .o 15 .o .000 2R .602 + 58144.2 .o .o .PURITAN --BENNETT · 94..,.9 .... ·4:32 -·LIST · 42 ··· · . . . .... . May 21, 19·90 ' ' ' : ... ~. ~ . . . .. . ,, . ..,,. •-· . ,_ ~ :. :. ' -,---. . . : ·G22 . --'---------,.~------**CHORD DESIGN** ---~------~-·--~.;.. __ LEND PA!jEL PP · L .END PANEL MP L VAR PANEL PP L VAR PANEL MP . ' .· ·. INT :PAN·EL ·pp · . INT PAN·EL MP. R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP STEEL FY:::::; 50000. PSI AXIAL STRESS· 8709.4 · 8709.4 8709.4 ·8709.4· · 1a·183. o 18783 •. ·o 8709.4 8709.4 8709.4 8709.4 AXIAL RATIO . -.2903 .3640 • 2.9.03 ·: '.' .• 3215 . ·· . .-.• 6261· • 708·8 ~~215 • 2903, .3640 • 2.903 MOMENT. UNI LOAD " • 0 .o . ~ o . .. o '. '. 0 • 0: .o .o .• 0 .• 0 . . BENDING BENDING .STRESS 'RATIO • 0 • 0000 • 0 • 000'0 • 0 • 0000 · .o .0000 . .o .0000-" .• o .0000 .o .0000 .o .0000 .o .0000-.o .0000 COMBINED -RATIO .2903 .3640 .2903 :. 3.215- .• 6261 .70'88 ..3215 .2903 .3640 .2903 · .. SEC DESCRIFTION· --: -.·_.j\XI~L LOAD .K . ·.·-.KL/R. .. TC 59 L · 4 X 4 X.375 . · .. 107415.· ... 1 •. ,o.o .. 35 ..• 1. I FLRS··· · 1:382. 7DEV .. 6 LENGTH··· 23--~-0/0 -23-2. o,o · BC ... 48 · · L. 3-.. X · 3< X .-.313 .· . · · . ,97:81.4 .• , .1: 00 .. 81 .•.. 5-· . • OREQ -0- . ·SEC DESCRIPT:ION, _._; . -. AXIAL STRliss CBRMP BC 48 L 3 X 3 X .• 313 .. ~0172.· 1.0057 .. L/360 LIVE· LOAD DEV = 4292.1 PliF, L/24·0 LIVE TbTAL LOAD FOR D:e::FL ·= · 3408 ~ 4 PLF-. -----~--------------**ENDPAN:E;LDESIGij**· ~------~--~--~----~- 732. 0REQ TL LOAD DEV= . AXIAL LOAD LEFT 49807.1 K 1.00 1-. o·o KL/R FLR 'WEB. TO END BASEL NGM NGM 5 2 • 7 0 V 3,-7 1 /,2 EP VP RIGHT 4~807 •. 1 5 2 • 7 0 V 3-7 1/ 2 EP VP --~-~~-----~-~------------------~-- '6438 .1 PLF B •. DEPTH 6 0/0 6 0"/0 **ADDITIONAL TC AXIAL. LOAD DES.IGN*-* -ALLOWABLE STRESS INCREASED 33"% ----~-----~~-----~~--..,.~~~~~~~~--~--.. · --TE-NSLON -· AXIAt ... :. AXIAL -·. . AXIAL SEC· FORCE · . STRESS· RATIO TC 59 70000. 12240.4_·· .3068 -COMPRESSION -· .. AXIAL , . · AXIAL·. -AXIAL· BENDING . . . "· ... ·. -'FORCE ... ; . .S:TRESS ....... RATIO . STRESS . BENDING·· RATIO· .... COMBINED . RATIO .... I' L ,END. PANEL ·PP : L END PANEL MP L VAR PANEL.PP · ' L VAR ·PANEL MP . INT PANEL. PP . <I:.19807 ~ 1. ·. 20-949. 9· •• 56,25,58,14·. •• 00 119807 ~ 1. . 20949. 9 '119'807 .1 2094/9.9 -.·5251 • 0 -119ao1.1 -20949.9 · ~ .5814 .o 17741·5. 2. 31,023.4 f, .,777·5 . 0 .0000 • 0000 . .0000 • 0000 · .0000 .5251 -• 658'4 .5251 .• 5814 ,. 7775 .-8802 .5814 .5251 .6584 • 5,251 . : . INT PANEL MP R VAR P~EL MP R -VAR PANEL: PP REND PANEL MP REND PANEL PP 177415.2 31023.4 .8.80,2 .o · 1198·07~0--20,94.9.9 .581,4 .o · 1198,07 .• o ... -. 20_949. 9 · • 5251 , • o . 119807 .• L . , 20,949; 9 • 6584 • O .... __ ... _____ .;.,____ . 1198·07.. :I, 2,094,9 ., 9 . -.• .'5-251 • 0 **WEB DESIGN*-* STEEL FY _50000. PSI. MIN VERT SHEAR = --------------END' REACTION = . -. -REQ . PEV . WEB . .NO DESCRIPTI'ON Q K KL/R AX LOAD AX LOAD --2 46 L. 3 X 3 X.281 2 1. 00 ,, 52.3 + 58144 • .+ 96422. Vl 17 Ll-1/2X1~i/2X.138 1· 1 .• 00 · ·84 ~ 6 ·-21.4·8. -7127. 3 39 L2-.1,2x2-1,2x~2so 2 1. 00· . 45-. 0 --41589.-5'9626. 4 29 L 2 X 2 X.21J 1 l .·00 88.3 ·+ 138:63.+ 24199. V2 17 Ll-1/2Xl-1/2X •. 13.8 1 1 .• 00 '84. 6' ·-2148.-7127. 5 2,9 L 2 X ·2 X.213 1 1.00 88.3. -13863.-13·961. 6 29 L 2 X 2 X.213 1 1.00 '88.3-+ 13863.+ 24199. V3 20 . Ll-1/2Xl-1/2X.170 · 2 ·1 .•. 00 .54. 5 -200bb .• -22747. 6R 29 .L ·. 2 .. X .2 X.2.13· · .. 1 1.~ 00 '88.3 + '13·8 6°3.. + 24199. _,, -, ... ' ' i ' • • " .. ~ I • • • -• •-• • .• 0000 .0000 .0000 .0000 .0000 7500.0 LBS. 30000.0 LBS. REQ FILLET AVBL WELD SIZE WELD 17.9X • 218 13.2+ 2.0X .138 4.2+ 14.9X ~188 12.2+ 5.0X .188 5.7+ 2~0X .138 4 •. 2+ 5.0X .188 5.7+ 5.0X .188 5.7+ 7.9X .170 11.5+ 5.px .188 5.7+ '. ' . ~ ( .. , -.. , ' .. --·· SLOT 7. 2B • 0 7.lB .o • 0 • 0 .o .OB • 0 . -~ ... . -~--. -•' . . .. . . . . _: •. ! ., -~-: . -~ ~ _,,..,. ... ·.-', . .. • • PURITAN -BENNETT 94-9-432 LIST 42 G22 • May 21, 1990 **WEB DESIGN** STEEL FY = 50000. PSI. MI·N VERT SHEAR = 7500. 0 LBS. WEB NO DESCRIPTION 5R 29 L 2 X 2 X.213 V4 17 Ll-1/2Xl-1/2X.138 4R 29 L 2 X 2 X.213 3R 39 L2-1/2X2-1/2X.250 V5 17 Ll-1/2Xl-1/2X.138 2R 46 L 3 X 3 X.281 **BRIDGING REQUIREMENTS** ------------------------- Q K 1 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1.00 END REACTION= 30000.0 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 88.3 -13863.-13961. 5.0X .188 5.7+ .O 84.6 -2148.-1121. 2.ox .138 4.2+ .o 88.3 + 13863.+ 24199. 5.0X .188 5.7+ .0 45.0 -41589.-59~26. 14.9X .188 12.2+ 7.lB 84.6 -2148.-1121. 2.ox .138 4.2+ .o 52.3 + 58144.+ 96422. 17.9X .218 13.2+ 7.2B TC RYY = 2.051, BC RYY = 1.647, WLEN/(TC RYY) = 134.052 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 32.944 NOTE: · DOUBLE ANGLES REQUIRED FOR VERTICAL WEBS AND/OR W2D ·.: ~ ' -~. ~ . . ••:, ::.' .. ~ .. · -' ' ........ , . , ' , , = PURITAN-BENNETT 94.,9-432 LIST · ·42 · .. May 2.1, 19 9 0 · · " · . -; .. -' . ' G23 . 27YG. 0 .. . 23'. 6-.1/211 27G. 4N" 12. 30K ;;;;:OIST-GIRDER-DEsiGN-RE~UIREMiNis;;--~---SJI-SPEC~------VULCRAF~itENG~DEPT;;--------~------------·-~--~----------~---~------------------------------~-------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES . LOADS 27. 00 23-6 1/2 ·0·6-00 0/0 •. 5 IN 4. 0. IN : 67 TL REQ .00 LL .----~---~---------. ·: >**LOAD CRITERlA*·*. '" .... , ... ' ~) ,., ' . ',. ,•' . -, ' -. u ',-,. .-. :·' TOTAL LOAD = O •. P.LF', .. LIVE . LOAI) .;,. TOT~, ioAD DEFLECTION SPECIFIEO AS L/~40 CONCENTRATED 12 • 3:0 0 KIP ( S) TOTAL ~T PP ------~~--,--~---~~---~,-~...,- 0. Pl;,JF. 3 6 · ·9 t· ·. **TCX/CANT LOAD CRI.TERIA** · -------------""'------~-----• ' •r' • < ' • • ·~ ... ----, --. ---,---------' ... . . **BASIC DIMENSIONS** -~~-----------------. . LEFT RIGHT . LEFT . RIGHT . · WK LENGTH . END· PANEL END PANEL . VAR DIM: . . VAR DIM INTERIOR PANELS t .. · .. :2:3.208.3 ,, ... 3-7 5/8 .3·-10 ·7/8 ·· 2-0 0/0 .. ·._2-0 0/0. 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-t>IM 3-7 5/8 3-10 7 /8 5.:.. 7 5/8' · 5-10· 7 /8 DEPTH DEPTH DEPTH -LEFT -CENTER · RIGHT · TCX LEFT . TCX RIGHT ·27 0/0-· 2 . .7 0/0. _ 27 0/0 (,ACTUAL) 0-0 0/Q 0-1 0/0 25 1"/2 25 1/2 · 25 1/2 (EFF) ..... ------------------**TRUSS ANALYSIS** ·--------·------- '· --.. EFF ·WEB . WEB -. ·AXIAL· LD .. ·AXIAL LD AXIAL. LO pp LOAD-LBS· .DEPTH MEM SLOPE .... · 'IN WEB .. .TbP'CHORD BOT CHORD. 1 .• d 25.448 2 ... , -.·611 + . 35784 .·5 -30530.9 .o 2 .o 25.448 :Vl .000 .o 30530.9 .o 3 -i2.30Q. 0 25.448 3. 1. 06'0 -2'5.656. 9 .o 48134~4 4 •. o' 25.448 ,4 ·;i,;:: .-1.060' + . 874·9. 6 54137.5 ~Q. 5. .o 25.448 v2· .000 • 0 . 54137.5 .o 6 12300.0 2·5,_ 448 · ·5 .. ls060 -. 874,9. 6 .o 60140.7 7 .. .. o , .• 25. 448 .: ,_6 -.... 1. 060 +· 874-9 .• 6 · ··-66143.9 • 0. 8 ... • 0 25. 448 · . V3 .000 1230·0. 0-: 6.6143. 9 • 0 -. 9. ... 123·00. 0. -25. 4-4,8 6R 1.060 + S:157.7. .o 6054"6. 8 10 •. o 25:448 5R -1 •. 060 •· 8157. 7 .. 54949. 7 ' • 0 11 • 0 25 ... 448 V4 .000 ·-.o . 5'49'49. 7 ~o 12 • 0 • oo:o 4R 1.060 + 8157'. 7 .o 49352.7 13 • 0 .000 3R -1~060 25065.0 ,32155.4 .o 14 .o •. ooo V5 • o·oo· ;o 32155.4 .o 15 .o .000 2R .567 + 3€i965.8 .o .o ........ : . ·. ' --·-:.---. :-~.--::--.·., : .. ""·.:._ ,_:•'. ,"_~ ! • • -• '• > ,.•·_,: .... , ,_ ... ,,.• • ,·,:~ • ••:,·:·~·.:;·1.:c,·.L .. . '• ' . -. ~-----~·---·~:~, -__ -_;··:.-... _.: .• :--.. ~·-d __ ::_·-=:·-.:-.. :.·.-: . ....::.·-·:._:--·:l ... ·..;;~;<: .. ~. _:-.. _,<;;-,.-;!(:,'!'•~·-:·-.,.:,: ~:..:::. ·.- -·· _,....,... .......... ' •.. t . ..:: ... '--~ . ,,,,'..., -;.,.!',' ,.\,,.'~· ·.' >--,::_,-,!•j~ .. -·\"''':--,·-·~·-··· ·.-;'-;.·.:.:. :-1. ...... : •• --..... : •..::"'..,·: .!'-:'.,,:t·..j: .•_; --~- PURITAN -BENNETT 94-9-432 LIST 42 G23 • _, - May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI MOMENT LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT . PANEL PP . INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP ' AXIAL STRESS 10619.5 10619.5 10619.5 10619.5 23006.6 23006.6 11184.5 11184.5 11184.5 11184.5 AXIAL RATIO .3540 .5227 .3540 .4272 .7669 .9438 .4500 .3728 .5781 .3728 UNI LOAD .o .o .o • o· .o .o .o .o .o .o BENDING STRESS .o .o .o .o .o .o .o .o .o .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .3540 .5227 .3540 .4272 .7669 .9438 .4500 .3728 .5781 .3728 TC BC SEC 43 38 DESCRIPTION AXIAL LOAD K KL/R L 3 X 3 X.250 66144. 1.00 44.1 ·I 809.7DEV .OREQ 464.7REQ FLRS 6 0 TL LENGTH 23-7 1/.2 23-4 010 L2-1/2X2-1/2X.230 60547. 1.00 97.5 SEC 38 DESCRIPTION -AXIAL STRESS CBRMP -BC L2-1/2X2-1/2X.230 30145. 1.0048 L/360 LIVE LOAD DEV= 2419.8 PLF, L/240 LIVE LOAD DEV= ·3629.7 TOTAL LOAD FOR DEFL = 2083.3 PLF. PLF **TCX DESIGN** SEC R 43 TC 42 BR BENDING MOMENT o. **END PANEL DESIGN** --------------------AXIAL LOAD K LEFT 30530.9 1.00 RIGHT 32155.4 1.00 --------------**WEB DESIGN** STEEL FY -------------- WEB NO DESCRIPTION 2 31 L 2 X 2 X.232 Vl 17 Ll-1/2Xl-1/2X.138 3 27 L 2 X 2 X.188 4 17 Ll-1/.2Xl-1/.2X.138 V2 17 Ll-ll2Xl-ll2X.138 5 25 L 2 X 2 X.163 6 17 Ll-1/2X1-l/2X.138 V3 27 L 2 X 2 X.188 6R 17 REQ S .000 KL/R 70.3 75.8 DEV S 1.108 FLR WEB 0 V 0 V REQ I .000 DEV I 2.488 TO END BASEL 3-7 5/.8 3-10 718 DEFLC IN. .008 NGM NGM EP VP EP VP BEARING LENGTH DEPTH 0-.1 01.0 6.oo 0-6 OIO· B. DEPTH 6 0/.0 6 010 = 50000. PSI.-MIN VERT SHEAR= 4666.3 LBS. END REACTION= 18665.3 LBS. REQ DEV REQ FILLET AVBL ~ K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 1.00 79.8 + 35785.+ 52451. 12.9X .188 11.4+ 3.6B 1 1.00 86.1 --1323.-7002. 2.ox .138 4.2+ .o 2 1.00 56.7 -25657.-33364. 9.2X .188 10.1+ .OB 1 1.00 118.4 + 8750.+ 11849. 4.3X .138 4 •. 9+ .o 1 1.00 86.1 -1323.-7002. 2.ox .138 4.2+ .o 1 1.00 88.5 -8750.-10544. 3.6X .163 5.6+ .o 1 1.00 118.4 + 8750.+ 11849. 4.3X .138 4.9+ .o 1 1.00 64.6 -12300.-15703. 4.4X .188 4.9+ .o 1 1.00 118.4 + 8158.+ 11849. 4.0X .138 4.9+ .o Ll-1/2Xl-1/2X.138 5R 22 L 2 X 2 X.137. 1 1.00 88.2 -8158.-8592. 4.0X .137 5.6+ .o V4 17 Ll-1/2Xl-1/2X.138 1 1.00 86.1 -1323.-7002. 2.0X .138 4.2+ .o 4R 17 Ll-1/2Xl-1/2X.138 1 1.00 118.4 + 8158.+ 11849. 4.0X .138 4.9+ .o 3R 27 L 2 X 2 X.188 2 1.00 56.7 -25065.-33364. 9.0X .188 10.1+ .OB V5 17 Ll-1/2Xl-1/2X.138 1 1.00 86.1 -1323.-7002. 2.0X .138 4.2+ .o 2R 31 L 2 X 2 X.232 2 1.00 84.4 + 36966.+ 52451. 13.3X .188 11.7+ 3.6B J r_: ',.. '• '·.:.·. :·· •-.. •• ,._ •. /,.l '~ . ·. \,./ ' .)-~. :· PURITAN -·BENNETT 94-9~ 432 ~IST 42 ~ay 2i.,,-1.9~6. ·G23 . . ' ' ' ,, -----~----~-----------~--**BRIDGING·REQU.IREMENTS** -~--------,--..:.-------~-----TC RYY = . 1 • 6 3 3 , BC '.R-YY · == 1. 43·5 , WLEN / ( TC RYY) WORKING LENGTH= 23.208 FT 170.517 MAXJ;MUM$PACING FOR BC BRACES'= 28.706 ------~-----~~-~-------~~ ., .. , .:. --._, ..... :',• ~. }' • '~ •• -f .,•' ,, . , '-',; _: ~--.:_., : ... '!_'!' ...... ..... ., ~ .. ·\· ---7.: '_.,. . •: • ,• •. •,· r,, · ....... ,_ -.• .. 'l __ _.· ;--·_;"';~:":',.~ ~: 4 :! -...... , .·, •• . ~ -.... ~ .. } .. , ~ .. ~ ,·~ -.. . :-~ . -· -. ' -·'··'•"""'·:. :·---~-·,;...::.:..:'".·.=... .. -:, . .,.~::-,ls,:../\~:-~~:~,,'\..:;-..... ... ,.... ·"*· ,,. 1· ..: l, ••• ·:,. ~ ' -:.~ ,:. . , .. ~--·~. ,: __ ..... ·. ,,_ . ...,.._, -J.:..·:,,;. ..... ";';:.~ ~. ' . ,', :--~ 1-::;~ ~ ,_:.:-.-:.,_.. •• :: _.:. • •• !,.' f . :; · •• -~----~ . '"".~: •. :-.:' .... _ ...... ·.-,-. -~· f:' . /1,·· "'!:~ • .:.·:, •••• •.... :. . ' .·.:; •• ~-•• PURITAN -BENNETT May 21, 1990 94-9-432 LIST 42 G24 27YG O 23' 6-1/4 11 27G 4N 12.30K ------------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** DEPTH BS LENGTH 27.00 23-6 1/4 **LOAD CRITERIA** JOIST SPACING 06-00 0/0 LEFT END RGHT END STRUT STRUT 5. 0 IN • 5 IN TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= O. PLF. **BASIC DIMENSIONS** --------------------LEFT RIGHT LEFT RIGHT ACTUAL DEFL POINT INCHES LOADS .66 TL REQ .00 LL WK LENGTH END PANEL END PANEL 23.1875 3-10 3/4 3-7 1/2 VAR DIM _ VAR DIM INTERIOR PANELS 2-O 0/0. 2-0 0/0 3 AT 4-O 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 3-10 3/4 3-7 1/2 5-10 3/4 5-7 1/2 DEPTH DEPTH DEPTH ·LEFT CENTER RIGHT _ 27 Of.O· -27 0/0 · 27 0/0 (ACTUAL) _25 112 25 112 25 112 {EFF) **TRUSS ANALYSIS** EFF ·-WEB -WEB: pp LOAD-LBS DEPTH MEM ·. ·sLOPE 1 .o · ·25.448 2 -.569 2 .o 25.448 Vl .ooo -3 12300.0 25.448 3 1.060 4 .o 25.448 4 -1.060 5 .o 25.448 V2 .ooo 6 12300.0 25.448 5 1.060 7 .o 25.448 6 -1.060 8 .o 25.448 V3 .ooo 9 12300.0 25.448 6R 1.060 10 .o 25.448 5R -1.060 11 .o 25.448 V4 .000 12 .o .ooo 4R 1.060 13 .o .000 3R -1.060 14 .o .000 V5 .ooo 15 .o .000 2R .613 --~ AXIAL LD IN WEB + 36887.6 .o 25064.7 + 8157.4 .o 8157.4 + 8157.4 12300.0 + 8749.9 8749.9 .o + 8749.9 25657.1 .o + 35706.7 TCX LEFT TCX RIGHT o-_1_p/o o-o 010 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 32065.5 .o 32065.5 .o .o 49262.6 54859.5 .o 54859.5 .o .o 60456.4 66053.2 .o 66053.2 .o .o 60049.9 54046.5 .o 54046.5 .o .o 48043.1 30439.5 .o 30439.6 .o .o .o ' ' . ,. '• -. ~ ,, •, •,' ' ' -' ·.1 ,,, .' •'""' .:! ._ .-,··· ·'t •--· .• ' ~ -~ .. ' ·-'.. ~ , •' ' ,•, . ' ,-., • '. J ... ~ . > ~·-• I' ! • , • .,.. . ..• --... - . -:. ,;, --. PURITAN -BENNETT' --· , 94_;9-432 · LIST·. • 42 -.·May 2.1.,.· 1990 -~- ". ·, _.. '';' G24 -. . ' . ' ------------------ **CHORD OESIGN** . $T~EL FY = .50000. PSI -------~----------~"'!"'9 AXIAL AXIAL STRESS . RATIO L END PANEL PP· 11153. 2 •. 3718 L END ·PANEL MP 11153. 2 .,.5754 t :~f~ -~~.it fu~ . 111~-~: ~· :< --· : iii~ ·: · INT -'PANEL ·,_pp·''. · 2 29-7 5 .-.0 ·' · .. . · ~7-658 : ~ ~ii f iffl:t -;1. · lg!il: ~ .. . . ::iili · . ·~ i~g ~~it ,~. l8g~ 4 :.J : lg-~~- MOMENT UNI LOAD . .o .• 0 .• 0 .. BENDING STRESS -0 0 .• 0 .. ~ ·-. -·· • 0 •. o .• 0 . '. ·, .. ·. ·: .. 2·· .... .• 0 .o •. o .o : .• 0 .·O .o .o 0 0 • 0 ' . ' .. Fe,••,.:, BENDING RATIO .·0000 .0000 .0000 • o·ooo • 0-000 · .0000 .0000 .0000 .000-0 • 000'0 COMBINED RATIO .3718 .5754 • 3718· ;448T -.7658' • 942·5 .4260 .3529 .5203 .3529 . SEC DESCRIPTJ:ON . . · .-AXIAL. LOAD ··K · KL/R ·: I FLRS LENGTH "-TC· 43 · L .j X 3 X.250-.-... 66053. 1.00 -44-.l-_ · :.·_BC\-,·sa : L2-1/~X2-JJ2X~.23·0:.:·;:··· ·.: 6:0456 .• 1.00 .. 97 •. 5.-':· · .. SEC DESCRIPTION. · · -AXIAL -STRESS Cl3RMP . 8.09. 7DEV 6 ·-23-7 1/. 4 · . • OREQ 0 · . 2 3-1 . 3 i' 4 463.7REQ·TL . . BC 3.8 .. L2-JJ2X2.,.1J2X~2'.30 . 3.0104,; . 1.0035 L/360 LIVE LOAD DEV = 24.26-~ 3 PLF, L/240 _LIVE LOAD DEV = TOTAL liOAD JWR DJi!FL-= .2.084 ! 2 .P.~F. 3639.5 PLF ·-------· -~----**TCX, DESIGN**·-: i' . --------------! . -. BENDING: . SEC MOMENT L 43 B'rRC. -. O. REQ S . • 0.00. . DEV S 1.108 REQ I • o.o·o DEV I 2 .-488 _ DEFLC IN. .008 BEARING LENGTH DEPTH 0.,.. 1 0/.0 . 6.00 0-6 Oj'O -42 ---------------·_ -**END PANEL DESIGN** -~--~-ixrii:~i;oio~~--i . . . 'LEFT . 3'2065.5 · 1' .• 00 · .RL/R FLR WEB . -TO · .ENO-.BASEL NGM 75.5 · · 0 .. V 3-10 3/.4· · EP NGM VP VP B.· .DEPTH 6 0.J.O . RIGHT 30439.6 1.00 70.l O V 3-7 lj'2_ EP 6 0/0 -.. --------------STEEL FY ;:::· 50000. ·PSI. MIN VERT SHEAR = ·-. '". . · -END REACTION = *·*WEB·. DESIGN**· --.:.~~..;.-:..~-~.;;.: ... __ . ·. -REQ _ DEV WEB NO DESCRIPTI.ON .. . . . .. .. . . . Q. _ K .KL/R AX LOAD AX LOAD .2 .31 L 2. X 2 X·. 23.2. 2 1 ~,00 84 .-2 .+ 36888. + 52451. vi·11 ·L1-1/2x1-1·12x.13a ·1.1.00 8.6.1--1,321.-_10.02. ,. 3----'27' L 2 X 2 X.188. 2· 1:00 56~7 -·2·5065.-333.64. .' 4 17 Ll-1/2Xl-1/.2X.138 1 l.00 118.4 + 8157~+ 11849. .:.... V2 17CL1::-.1,72Xl-1/2X-.138 : .1 1.00 .. 86 .• 1 -.. 13'21.--7002. ' 5 2 2 L .2 X 2 X. 13 7 . _ 1 1. O O 8-8 • 2· · -, · 815 7 • .,. .. 8 5 9 2 • 6 ~7 Ll-1/2Xl-1/2X.138. 1 1.-00 118.4 + 8157.+ 1184~. V3-27-L 2 X 2-X.188 1 1.00 64.6 -12300.-15703. 6R.l7 Ll-1/2Xl-1f2X.138' l 1.00. 118.4+ 8750.+ 11849. 5R 2·5 L 2 X . 2 X.16'.3 1. 1..00 -88. 5 .,. -8750. -10544. V4 17 L1_,-1/2XI-1/2X.13·8 · 1 L·oo 86.1 -.· 1321.-7002. 4R 1.7 Ll-~j'2Xl-1/2X • .138 . ·1 1-. 00 118 .·4 ·+ 8750=.+ 11849. 3R 27 L. 2 X 2 X.188 · 2 1.00 ·'56.7 -25657~-333·64. V5 17 L1-1/2:Xl-1/2X. •. 138 · 1 · 1.-00 8·6 .• 1 -· 13'21.-7002. 2R 3.J,. L 2 X 2 ;x .• 232 ... 2--1.00. 79.6 + 35707.+ 52451 • . -. •• ,., 1 ............• ' "'-. ~· .. -,. ', ~. 4666.4 LBS. 18665 .,5 LBS. REQ· FILLET_AVBL _ WELD SIZE -WELD'SLOT 13.2X .18-S 11.7+ 3~6B 2.0X .138 4.2+ .O 9.0X .188 10~1+ .08 4.0X .138 4.9+ .O 2.ox .138. 4.2+ .o 4.0X .137 5.6+ .O 4.0X .138 4.9+ .O 4 • 4X • 18·8 4 • 9+ . • O 4.3X .138 4.9f .O 3.6X .163 5~6+ .O 2.0X ~138 4.2f .0 4.3X ~138 4.9+ .O 9~2X .188 10.1+ .OB 2.0X .138 4.2+ rO 12 • ax • 188 1.1. 4+ 3 • 6B ~ . . . . ,. ... '. PURITAN -BENNETT 94-9-432 LIST· .42 G24 **BRIDGING REQUIREMENTS** • May 21, 1990 TC RYY = 1.633, BC RYY = 1.435, WLEN/(TC RYY) = 170.364 WORKING LENGTH= 23.188 FT MAXIMUM SPACING FOR BC BRACES= 28.706 ,:-.' :.-----.. ,.·.-. . , . ' ~ '-. • :,;' T • -·tj ' ::4 . ·'·'\: · .-.·PURITAN -BENNETT M~y 21,, '1990· , -: 9·4_;;,.9..: 432 . LIST -_ -4'2 G25 --. 27YG _ -0 · 2:3.' · 3 11 · 27G 4N· 2_0. OOK . ;;ioisT-GrRoii""'i3isrGN-REQurREMENTs;;--..,--..,_sJi-sPics ______ vui:ciiFi-i;;~oiPi-;;---------'------------------.;..-------------------------------------------------------- DEPTH BS LENGTH -si~~~frG --L!~Iu,Nri ;R~¥Iu,ND-. ACJM~iIE~EFL t8l~§ 27.00 2~-3 0/0 --06-0b 0/0 1.0 IN .O IN .69 ~L REQ .00 LL ----~-~---,--,-,--,-~ :":_: **LOAD CRiTERU·\i~*-• '• . ~: ! ' . : :. • ...... , -' , ' _____ : ·T.6TAt.-LOAD~;:-:--~-. O·. PLF; . LIVE-.· LOAD = 0. t:>t.F. ' . ... ·.· ,' '. ',. TO_TL LOAO DEF~ECTION SPECIFIED AS L/2 4 0 CONCENTRAT-ED 20 .·000 KIP (.S) TOTAL AT J?P -3· -6 9 ~------,--~------~-~-~-' *-*BASIC DIMENSIONS** · --~~-~-------:-------·--: ·-' .. . . . _.,. LEFT-. · · -· -·. ,RI-GHT:---~" . ·-'DEF'T -, · · ~,-•RIGHT . . . -. -, :_·"' WK LENGTH END PANEL END PANEL VAR DIM ·. VAR DIM -INTERIOR PANELS : ... ~. ~--22.~91-67· . 3-.7 1/2 --3.~ 7 -1/'4, _-._2:--0 ·_0/0 .-, -2-0: 0/0--· ·3 AT 4-0 .0/0 -· .. ' LEFT. TC RIGHT TC END PANE_L ENO _PAN;EL 3-71/2 3-7 1/2 . '·-··· DEPTH ---DEPTH DEPTH ·-LEFT CENTER RIGHT· - 2'7 0/0 ·27 0/0 27 0/0 (ACTUAL) 2·5 1"/8 _25 1/8 25 1/8 -(EF-F) . ·---~---~---~ .... ------**TRUSS ANALYS-l;$** -~--~--~--~~--~--- A'.""'DIM B-DIM :!$-7 1/:2 ·. 5-'7 :1-12 1 · -~ "i~P .... LOAD-LBS . EFF WEB ·· WEB -AXrAL LD · .DEF.TH MEM SLOPE __ · · IN: WEB AXIAL LD .TOP CHORD 4·9514. 3 49514.3 1--. ~ 0 25.144 a -:606 + 5789~.6-2. • 0 25.144 Vl. .·00.0 • 0 3 -20000 •. 0 ·"4--," -.0 . -·5 -• 0. .. -~-2:0000: 8 ... ''8 • 0 2'5.144 3 ·1.048 -41.472~3 ···25.144· ·c 4' ·---1~·048 +----J.382-4.1. , .. _. :.2s.144··_· .. ·v2-----.ooo --... · · --· .-o - 2-5 .144 . 5 !I.. 048.. ..., 138_2·4 .1 ·2,5.~ 14-4 _-. -;6 ..;,1.'048 + 13824 ~ 1 2.5,.144. -V3 .ooo --20,000.0 · 9· .2 b:oo.o .• o , ... , 10 .o 11 _ • o-·12:_ -. 0 -13, • 0 14 .o ~~-::}44 '~~--~i-:81~-: -.ll~Ji:f 25 .144 V4. . • 000• -. . .-0 .opo 4R :.··.3,.04a .+ .13824.1 .000 3R--1.048 ~ -41472.3 .000 V5 .• 000. -...• O '.j.5 •. o ---~ 000 ·· "2R ~ 606, + 578-93. 6 ,·, -~-------------~!"""· **CHO:R,D: .DE$IGN** STEEL FY = 5'0000 •. P,SI· --. ---~-----~~-~-~--AXIAL AXIAL ):IOMENT STRESS. RATIO UNI LOAD L END PAN'EL pp 1.18.2.8 • 4,: • 3,943 • 0 · L·END PANEL MP 11828.~ 4 , .526S:" --.. . -.• 0 L VAR PANEL pp 11828 .,4 · .-•. 3Q43 · ___ .o '· L VAR PANEL MP 11828. 4-, • 4512 • o·- INT PANEL pp 25'509.4 .8503 .o INT PANEL MP 255:09·. 4 .9946' .0 R VAR-PANEL MP 11828.4 • 4512 • d .. R .VAR PANEL pp_ 11828.4 .-: ...• 3.943 .o R END PANEL. MP~ -J..1'82'8. 4 ,. : • 5-268 . ' -."0' R-END,-PANEL pp· 11828. 4 · --. . . ' . • 394.3 ··.· -' o-:, ... . _,J, .. : ~ ,•M, •' ', .. ' ' '' 'I),,:,,~ ' • '.,r''-' • :.:. '' .• . .o 87694.1 87694.1 ' .o 1.06783. 9 10-6783. 9 .o 87:694. 0 87694.0 • o 495:14. 3 49514.3 .o BENDING STRESS .o .o • 0 .o .o .o .o .o .o • 0 ... ·: " .. "-: ~-.. :.. ....... . AXIAL, LO BOT CHORD • 0-• d 78149~1 .o .o 97239.0 .o • 0-9723"9. 0 .o • 0- 7814:9 .1 . .o .o .,o- BENDING COMBINED RATIO RATIO .0000 • 3·943 .0000 .5268 .0000· • 3,943 .0000 •' .4512 .0000 .8503 .0000 .9946 • 0000 . • 4512, .OOOQ • 394,3 .0000 .5268 .0000 • 394.3 . , · ...... ,:,_ " ~ _. . . ,.;.,... . ... ' ., .. :,~ ' .. ·'· .· -· PURITAN -BENNETT · 94-9--432 LIST 42 G25 • May 21, 1990 SEC DESCRIPTION AXIAL LOAD K KL/R I FLRS LENGTH TC 52 L3-1/2X3-1/2X.313 106784. 1.00 39.1 1224.3DEV 6 23-3 0/0 L 3 X 3 X.313 97239. 1.00 81.5 .0REQ 0 23-2 0/0 BC 48 SEC DESCRIPTION AXIAL STRESS 732.0REQ TL CBRMP BC 48 L 3 X 3 X.313 29995. .9998 Lb360 LIVE LOAD DEV= .3800. 3 PLF, L/240 LIVE LOAD DEV= 5700.5 PLF T TAL LOAD FOR DEFL = .**END PANEL DESIGN** --------------------AXIAL LOAD K LEFT 49514.3 1.00 RIGHT 49514.3 1.00 -------------- KL/R 60.2 60.2 3 4 0 8 • 4 PLF •. FLR WEB TO END BASEL NGM NGM O V 0 V 3-7 1/2 EP VP 3-7 1/2 EP VP B. DEPTH 6 0/0 6 0/0 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 7500.0 LBS. --------------. ' -END REACTION= 30000.0 LBS. -· . . ... .. · · REQ DEV REQ-FILLET AVBL WEB NO DESCRIPTION Q K KL/R-AX LOAD AX LOAD WELD SIZE WELD SLOT -----2· -~-39-L2--lf:-2X2--1/2X. 250 2 1.00 63.1 + 57894.+ 71250. 20.8X .188 13.7+ 7.lB Vl 17 Ll-1Z2Xl-1Z2X.138 1 1.00 85. 1" --2136.-7086. 2.ox .138 4.2+ .o 3 39 L2-1/2X2-1/2X.250 2 1.00 45.2 -41472.-59578. 14.9X .188 12.2+ 7.lB 4 27 L 2 X 2 X.188 1 1.00 88.3 + 13824.+ 21500. 5.0X .188 5.7+ .o ___ -.V2 17 Ll-1/2Xl-1/2X.138 1 1.00 85.1 -2136.-7086. 2.0X .138 4.2+ .o 5 29 L 2 X. 2 -X.213 ·1 1.00 88.5 -13824.-13914. 5.0X .188 5.7+ .o 6 27 L 2 X 2 X.188 1 1.00 88.3 + 13824.+ 21500. 5.0X .188 5.7+ .o V3 20 Ll-1/2Xl-1/2X.170 2 1.00 54.8 -20000.-22697. 7.9X .170 11.5+ .OB 6R 27 L 2 X 2 X.188 1 1.00 88.3 + 13824.+ 21500. 5.0X .188 5.7+ .o 5R 29 L 2 X 2 X.213 1 -1. 00 88.5 -13824.-13914. 5.0X .188 5.7+ .o V4 17 Ll-1/2Xl-1/2X.138 1 1.00 85.1 -2136.-7086. 2.0X .138 4.2+ .o 4R 27 L 2 X 2 X.188 1 1.00 88.3 + 13824.+ 21500. 5.0X .188 5.7+ .o 3R 39 L2-1/2X2-1/2X.250 ·2 1.00 45.2 -41472.-59578. 14.9X .188 12.2+ 7.lB V5 17 Ll-1Z2Xl-1Z2X.138 1 1.00 85.1 -2136.-7086. 2.0X .138 4.2+ .o 2R 39 L2-1/2X2-1/2X.250 2 1.00 63.1 + 57894.+ 71250. 20.8X .188 13.7+ 7.lB -------------------------**BRIDGING REQUIREMENTS** -------------------------TC RYY = 1.842, BC RYY = 1.647, WLEN/(TC RYY) = 149.286 ·woRKING LENGTH= 22.917 FT - MAXIMUM SPACING FOR BC BRACES= 32.944 NOTE: DOUBLE ANGLES REQUIRED FOR VERTICAL WEBS AND/OR W2D ••• ....... ·~· PURITAN, ·"."' BENNETT · :May 21, 1990 94-9-432 ·LIST 42 G26 . . 27YG· 0 . -. 23' -6-1/2.11 27G '4N 12. 30K ;;;orsT-<irioiii-oisrGN-REQurRiiiiiiis;;------s:ii""'sPics---~--vur:ciiFT-ENG-oEPT*;------------------------;;:otsT---..--r:i.Fi-iiio ... Ri;iiT""'iiio _________ icTuir:-oiFL-PoriiT __ _ DEPTH .BS LENGTH SPACING STRUT STRUT INCHES _ LOADS 27. 00 ~f3 ... 6 1/2. · 0<5-00 0/0 6. 0 IN. -~ 5 IN • 67 TL .REQ .00 LL '--------------- ' . ''· . ---------~------:--' -~ : ·. .,;. ; . TOTAL .LOAD= o.· PLF, LIVE LO~D = O. PLF. TOTL LOAD DE:If:t'.!ECTION S]?E<;:!IFIED ,AS L/240 CONCENT~TED 12.300 KIP{,S) TQTAL ·AT PP 3 6 9 ---------------------**TCX/CANT LOAD CRITE;RIA** ' '' ,'. L TCX LOADS: UNIFdRM .,;, . " --' 0. PLF. ---·---~~----~------* *BAS:tc· DIMENS-IONS* * -----~~.:.------------~- .RIGHT VAR DIM INTERIOR PANELS 2-:-0 0/0 3 AT 4-0 0:/0 E~,~Filill~L ~i&i~ililli~ A-DIM B-DIM 3-10 7/8 3~ 7 5/& 5-10 7/8 5-7 5/8 DEPTH DEPTH DEPTH LEFT CENTER RIGHT' · · . 27 0/.0 27' '0'/.0 ·21 .. 0/6 ·-(ACTUA:L) 25 172 25 1/2 ~25_ 11/2 {EFF} . : ~-------.---------~ **TRUSS ANALYSTS** . ------------------C ~--• • EFF WEB:... ,WEB .. AXIAL LO-·, ·pp . LOAD-LBS ... . DEPTH . MEM · .... SLOPE. . 'IN. WEB .' 1· · . .o 25,.448-·2 · -.567 .+ :36,965.8 2 .o · 25.448 · ·v1 .pob .o 3 12300 •. o 25. 448 3 L. 060 25·054 •. 9 4 • o: 25. 44·0·.: · 4 -1. 060. + · l3157.. 7 ·5 ·.o. 25.448' · v2 ·.ooo: .. o 6 '.1,:2300~ 0 25.448 ... -5 l,.Q6Q --8157·. 7 --7 .o. 25 .• 448 6. -1.060, + 8157.7 TCX LEFT. TCX RIGHT o-1 0/0 o-0 0/0 AXIAL LD TOP.CHORD · 32155.4 32155.4 .o 54949.8 54949.8 .o ·AXIAL LD. BoT···cHORD' .. • 0 .. .• d 49352.7 i;.. • 0 .• ' • 0 1 -8 •.. • 0 . · · .25 ~ 448' · V3 ·" -• 000 . 12300 .• ·o 66143.9 66143.9 60546.8 '. ~ 0 . .• 0 . 60140. 7. .0 .o 9 123~00~0. -2,5.448 . 6R .1~060 .. + . 874.9 .• 6 -10 .O. 25.448 5R -1~060 8749 6 · 11 · ~o · 25.448 V4. . .• 000 .. :o 12 ~o .ooo 4R; 1-~~o + . 8749.6 ·13 .O .000 3R -1.060 25656.9 14 .O .000 V5 .000 -. .O · 15 .-0 .000 ~R ~611 + 35784.5 , I , ' . , .. '• ~-.,. ' . .. -" .. · .. >:·:--: ·:·-~: .. _:·,~-~_. ........ ::-"· :::·:·"·;.::·._":;-:~::·_·::-':/-·.~--:-:;,.=-: :;,:··: .. :· _;;-:·:~: .. " . , .... ' ·,~... -. •, ~-·-:-,~ .o 54137.5 54137.5 . • 0 3.0530. 9 3.0530.9 .o ,. ,., . 48134.3 .o .o .o -• :,,: ·., •,{· ..... -·,:..:,·:·:,:.~~:: -~·-::.,,:,·--:-~,, .... · n•!:.:~••''.•'1••:\-:::·--;_-.,: .. :!~ ,.~· ... -·.·~·._:_,:...., '• ,_,,..,.,. • .. ,.,:,,•"• ••'.~,7 ....... -,, I.-< .... .-• • .- • . ~ ~ . . . ' .,.~--A·~-,::-.--.. 1•,,:~·.; ir-,1;"~-~:-· .. ~· .;.,,;,•'.;.! ::~--~·.r .. ~ .... ,..,_.,. ..... • .... ,.:, .. ~··-~A·· .. •.1-1•'\.0:"" •• :.,. .. -•• ~."-_.:~ .~.-t,:,• •, .. ?·:·-:-,:·····-...... _ ... -:,:-.·.:.!.:.:·-_,_:·-=-:_s"'i·.-:::·:?·:-:~,-.: ·.·· ... PURITAN -BENNETT 94-9-432 LIST 42 G26 , - May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI - LEND PANEL PP LEND PANEL MP L VAR.PANEL PP L VAR PANEL MP .INT PANEL PP . INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 11184.5 11184.5 . 11184. 5 . 11184.5. 23006.6 23006.6 10619.4 10619.4 10619.5 10619.5 AXIAL RATIO .3728 .5781 .3728 .4500 .7669 .9438 .4272 .3540 .5227 .3540 MOMENT UNI LOAD .o .o .o .o .o .o . 0 .o .o .o BENDING STRESS .o .o .o .o .o .o .o .o .o .o BENDING RATIO .0000 .0000 • 0.000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .3728 .5781 .3728 .4500 .7669 .9438 .4272 .3540 .5227 .3540 SEC DESCRIPTION TC 43 L 3 X 3 X.250 BC-,38 L2~1/2X2-1/2X.230 AXIAL LOAD K 66144. 1.00 ·--60547 ... 1.00 KL/R 44.1 97.5 I FLRS 809.7DEV 6 .OREQ 0 464.7REQ TL LENGTH 23-7 1/.2 23-2 0"/0 SEC DESCRIPTION . ·· AXIAL· STRESS CBRMP BC 38 L2-1/2X2-1/2X.230 30145. 1.0048 L/360 LIVE LOAD DEV= 2419.8 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 2083.3 PLF. 3629.7 PLF **TCX DESIGN** . SEC L 43 42 TC BR BENDING MOMENT o. REQ S .ooo DEV S 1.108 REQ I .000 DEV I 2.488 DEFLC IN. .008 LENGTH o-1 0/.0 o-6 0"/0 BEARING DEPTH 6.00 **END PANEL DESIGN** LEFT RIGHT AXIAL LOAD 32155.4 30530.9 K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH 1.00 75.8 0 V 3-10 7J.8 EP VP 6 0/.0 1.00 70.3 0 V 3-7 518 EP VP 6 o,o **WEB DESIGN** STEEL· F¥ = 50000. PSI. MIN VERT SHEAR= ·4666.3 LBS. END.REACTION= 18665~3 LBS. WEB NO DESCRIPTION Q2 2 31 L 2 X 2 X.232 Vl 17 Ll-1/2Xl-1/2X.138 1 3 27 L 2 X 2 X.188 2 4 17 Ll-1/.2Xl-1/.2X.138 1 V2 17 Ll-l12Xl-1"/2X.138 .. 1 5 22 ·L 2 X 2 X.137 · 1 6. 17 Ll-1/2Xl-1/2X.138 1 V3 27 L 2 X 2 X.188 1 6R 17 Ll-1/2Xl-1/2X.138 1 5R 25 L 2 X 2 X.163 1 V4 17 Ll-1/2Xl-1/2X.138 1 4R 17 Ll-l12Xl-1/2X.138 1 3R 27 L 2 X 2 X.188 2 VS 17 Ll-1/2Xl-1/2X.138 1 2R 31 L 2 X 2 X.232 2 K 1.00 1.00 1.00 1.00 1.00 1. 00 · 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 84.4 + 36966.+ 52451. 13.3X .188 11.7+ 3.6B 86.1 -1323.-7002. 2.0X .138 4.2+ .O 56.7 -25065.-33364. 9~ox .188 10.1+ · .OB 118.4 + 8158.+ 11849. 4.0X .138 4.9+ .O 86.1 -1323.-7002. 2.0X .138 4.2+ .O 88.2 -8158.-8592. 4.0X .137 5.6+ .O 118.4 + 8158.+ 11849. 4.0X .138 4.9+ .O 64.6 -12300.-15703. 4.4X .188 4.9+ .O 118.4 + 8750.+ 11849. 4.3X .138 4.9+ .O 88.5 -8750.-10544. 3.6X .163 5.6+ .O 86.1 -1323.-1002 •. 2.ox .138 4.2+ .o 118.4 + 8750.+ 11849. 4.3X .138 4.9+ .O 56.7 -25657.-33364. 9.2X .188 10.1+ .OB 86.1 -1323.-7002. 2.0X .138 4.2+ .o 79.8 + 35785.+ 52451. 12.9X .188 11.4+ 3.6B •• --. ,.: . ~' PURI.TAN -BENNETT 94-9-432 LIS.T .. 42 G26 · May 21 .. , .1990.', -. · . ~------------------------**BRII;)GING REQUl:REMENTS** TC-RYY-:~-i:·6;;;-Bc~iYY-: · :J.. 43·5, WLEN/ (Tc RY:Y) = 110-. 517 WORKING LENGTH=, 23.208 FT, MAXIMUM SPACING FOR BC BR,ACES = 28 .. 706 ~----~~--·----~-----~-----"!-- . ,'. ,• ! , _, I • ... ' • • •' • _.;._.,., -, ~. ·,·· '• . . ....... ,. -· I • ·-... ., I •--.,,...:. ... -t,·: • . . ',_-. .....~ ., . "'• .. -... . .. ~ . - i I' . ~ . : i •, . ! i--.:.. . . :. i"",. ' ~~:·J~=-~-·_ :··z ,,,._ .. ·.::·!..- ·---.-":.' -~---~:-.. -,, -<: ~," ... ;.::. ___ ,......,,.;_ . . -·· .--~ ,,-;_ ,.': .\ -'• •; '' -!-; ,._, ,Y • .-.' ~ •r • • ·~ _-•, . . -· '· .... -.. :._ · .. _',.,, .. ~.;: --_., . f •• PURITAN -BENNETT May 21, 1990 94-9-432 LIST 42 G27 27YG O 23' 9-3/4" 27G 4N 12.30K ------------------------------------------------------------------------------**JOIST GIRDER DESIGN.REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-9 3/4 06-00 0/0 6.0 IN 4.0 IN .66 TL REQ .00 LL **LOAD CRITER:I:A** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA** L TCX · LOADS: UNIFORM = · ·---R-· TCX-LOADS : UNIFORM = **BASIC DIMENSIONS** -o. PLF. O. PLF. LEF.T . _ RIGHT LEFT. RIGHT WK LENGTH END PANEL END PANEL· 23.4792 3-10 7/8 3-10 7/8 VAR DIM 2-0 0/0 VAR DIM INTERIOR PANELS 2-0 0/0 3 AT 4-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-10 7/8 3-10 7/8 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 27 0/0 25 1,2 27 0/0 27 0/0 (ACTUAL) 25 112 25 112 (EFF) **TRUSS ANALYSIS** ------------------EFF. WEB ·wEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 25.441 2 -.567 2 .o 25.441 Vl .000 3 12300.0 25.441 3 ·l.060 4 .o 25.441 4 -1.060 5 .o 25.441 V2 .ooo 6 12300.0 · 25.441 5 1.060 7 .o 25.441 6 -1.060 8 .o 25.441 V3 .ooo 9 12300.0 25.441 6R 1.060 10 .o 25.441 5R -1.060 11 .o 25.441 V4 .ooo 12 .o .000 4R 1.060 13 .o .000 3R -1.060 14 .o .000 V5 .ooo 15 .o .000 2R .567 A-DIM B-DIM 5-10 7/8 5-10 7/8 AXIAL LD IN WEB + 37410.4 .o 25364.3 + 8'454. 8 .o 8454. 8 .. + 8454.8 12300.0 + 8454.8. 8454.8 .o + 8454.8 25364.3 .o + 37410.4 · TCX LEFT o-1 0/0 TCX RIGHT o-1 0/0 ·AXIAL LD AXIAL LD TOP CHORD BOT CHORD 32544.3 .o 32544.3 .o .o 49949.6 ·55751.4 .o 55751.4 .o .o 61553.2 67355.0 .o 67355.0 .o .o 61553.2 55751.4 .o 55751.4 .o .o 49949.6 32544.3 .o 32544.3 .o .o .o .•. -. '1.' . '•'" ,· .. :: .. . . ...... .~. . ·'.' ... . . '.. . .. , .. , . . . ~ " . ,.. PURITAN. -:·. BENNETT · ·94~9-.-43.2 LIST . 42 - G27 -~-~------~----- , -May. 21,_ 1990 .. · **CHORD DESIGN** STEEL FY= 50000. PS;[ ~-----~~~-------AXIAL AXIAL MOMENT· $TRESS LEND PANEL· PP· 11319.8 RATIO UNI' .LOAD • 3773 . . • P LEND PANEL MP 11319.8 .5851 .o L VAR PANEL-PP 11319.8 L "VAR ·PANEL MP' -11319. 8 ·.· .3773 . • 0 -· -• 4554 ,. . •. .0 · INT PANEL pp· -· 23427. 8 .. INT PANEL MP 234-27. 8 · ::. 78-09. · ... _ ·• 0 . ::9611 . • 0. R VAR PANEL MP 11319.8 .4554 .o R, VAR PANEL PP 11319.8 REND PANEL MP .11319.8 .3773 .o • 5'851 .-0 R END· PANEL PP 11319 .'8 • 3-773 • 0 · ' . · · SEC 'DES<:?'fn.PTION . . :··, ... : 0 } ,,,..' A ..· ....... ,,,'; ':, ,z· :.,;-•. :, --~ ~ . -.. BENDING BENDING .COMBINED STRESS RATIO . RATIO .o .0000 .3773 .o .00-0~ ~5851 .o .0000.. .3773 • 0 • o.o.o:o • 4554 • o· 0·00·0 .-·' · ·1809 .o :oo'oo · :96.li .o .0000 .4554 .o .0000 .3773 .o .0000 .5'851 .o .0000 .3773 I FLRS· LENGTH TC. 43 L 3. X. 3 _ .. X. 25.0--. · BC-39 · --L~-1/2X2-1/2X. 2·5-0 AXIAL LOAD K KL/R 673·55. 1 .·00 44 .1 ... 6],553~-.. l.().Q. 97.-.7--· 845. 7DEV 6 -2.3-11 3 /4 . • OREQ :Q 2 3-. 1 3 "/ 4 ·478. 6REQ TL ·. BC s~~ Df~~J7~~l,~! 2X. 2;50. '~ A_XIA~8~g~~ss . ~~~~ L/36-0 LIVE iOAD: DEV = 2440 ~ 9 · PLF, L/240 LIVE LOAD DEV == TOTAL LOAD FOR DEFL = · 2 07 2 • 2: PLF. 3661. 3 PLF ----~--------~..; . ' --· '. '. **';PCX PE::SIGN** . ' . ~---.. ~-------~-~~---~- BEND.ING MOMENT DEFLC BEARING SEC L 43 TC -42 BR R 43 'TC 42 · .BR o. o. --~----~~----~-------. ~~~~~-:~~~~~~~-!2~~~ REQ_S DEV s REQ :t .000 1.108 . ~ 000 .OOQ 1.10.8 .ooo DEV I. IN. LENGTH DEPTH 2.488 .008 0-.1 0/0 6.00 o-6 ozo 2,.488 .008 o-1 ozo 6.0Q o~ 6 0"/0 AXIAL LOAD K. KL/R FLR WEa . TO END BASEL NGM NGM LEFT 3254.4.3 1.00 75.8 . 0 V :3..;.10 7/.8-EP VP B •. PEPTH 6 0/.0 RIGHT ~2544 .•. 3' :. l.O_O·:::,· ,7-~~8::::·'·-q-_ :·· · V __ · · 3-10 T/8 · EP VP ·6-.. o/p ...... -.. -------------..-**WEB. D~SIG~** ST~~L FX. = 50000. ·PSI. · MIN VERT _SHEAR = END REACTION= ---·-.:..-~--~~---. -·. ·_ . REQ .. -DEV_ *; 'WEB ·No. DESCRIPTION · . -. . Q K KL/R-.AX LOAE> AX LOAD : . 2 · 3·1 1, . 2 . .X .2. . X •. 2 3 2 2 1 • 0 0 8 4. 4 + 3741 Q,. + 5,2 451 • . Vl 11· Ll-1/2Xl-1/2X.138-1 1~00 8E~1 --1347.-7004. . -3 27-L 2 X· 2 X.188. 2.-.1..00· ·56,,:7 -253·64.-'333<56. 4. 17 Ll-1.f.2X1-1/..2X.138-. 1 1 •. 00 118~4 +. 8455.+ 11849. , V2. 17 L1-.1"/2X1-1"/2X.138 .. 1 .1..00 86.1.-1347.'"" 7004. 5 22 L · 2 X 2 X.137. · 11.00 88~2 -8455;-8593. ~3 ½ft1 -½l 2~1-½/2~:f~t ½ ±:88, ri~-:~--~ 1~j~8:~·tg~:i~: 6R 17 Ll~l/2XI-1/?X~138 1 1~00 118.4 + 8455.+ 11849. 5R 22 L 2 X 2 X.137 1 1.00 . 8'8.2 -8455.-8593. V4, 17 Ll..,.1/.2X1-1./.2X.138 1 1 00 86 .1 ·-1347. -7004. 4R 17 Ll-1/2Xl-1/~X.lli38 1~·a.:oo ·118~4 + $4-55.+ 11849. 3R 27 L 2 X 2 X.188. . 2 .1. 00 56. T -25364. -'333.66. V5 17 Ll-1/2Xl..,.1/2X.138 ... 1 1.00. ~6.~l . 1347."'.". 7004. f .. 2R ,3-1, L -2-X 2 X.232 ·-.2 ____ 1.00· 8'4e4 + _37·410.+ 52451 . r; ,.' • • -.. . . , . . , . . ,,-. . -. 4612 .• 5 LBS. 18450.Q LBS. REQ FILLE.T AVBL WELD SIZE WELD SLOT . 13.4X .188 11~6+ 3.6B 2.0X .1~8 4.2+ .O 9.lX .188 ·10.0+ .OB 4.lX .138 4.9+ .O 2.ox .~38 4.2+ .o 4.2X .137 5~6+ .O 4.lX .138 4.9+ .o 4.4X .188. 4.9+ .0 4.lX .138 4.9+ .O 4.2X .137 5.6+ .0 2.0X .138 4.2+ .O 4.lX .1~8 4.9+ .O 9.lX ~188 10.0+ .OB 2.0X .138 4.2+ .O 13.4X .188 11.6+ 3.68 ,. ... ···-· :. ' . -.. . ' .. . . . " ....... ' .. ' . . ··:·· ~,.,. .. • ' ' . \ \..:_ PURITAN -BENNETT 94-9-432 LIST 42 G27 **BRIDGING REQUIREMENTS** ------------------------- • May 21, 1990 TC RYY = 1.633, BC RYY = 1.440, WLEN/(TC RYY) = 172.507 WORKING LENGTH= 23.479 FT MAXIMUM SPACING FOR BC BRACES= 28.799 , .. ... '' ~~ : .,· ~ • • • ·. ·. i,' .... • • \ • ., .~, ' ; , ' 4 ' ··~ . . · -PURITAN -'BENNETT/ May,21, ·199_0 . 94..,,.9_, .. 4,3:.2 ·. LIST 42 G28 -. 27YG ,0 . 23' . 9-1/2'1f _ . ?7G. 4_N 12. 30K . ;,;joisi-.GrioiR-nis:rGN-RF;QurREMENTs;;----.--sJi-si_;i~s------vuLciiPT-iNG-oii_;T;;--... ---------.---~----... ---Jois.T~----r:i;T-ENo-RGHT~iNo _________ icTttii:-oiii:-j_;oiNT __ _ DEPTH BS LENGTH · SPACING STRUT . STRUT INCHES. : LOADS 27.0d 23-9 1/2 06-00 0/'0 -5.5 ;(N 4.5 IN ~66 TL REQ • 0.0· LL ---·-----~-----~--~ .,-**LOAD ·CR:r'.T.l~!R,I~**. . .. ... -·. . .-' ' ' ,_., ,, " ·TbTAL-LdAD...:;:-".----o\ PLF, ~IVE LOA.D = . 0. i?LF. TO,T~ LOAD DE$'LECT;I:ON. SPECIFJED AS L/ 24 O CONCENTRATED .12 • 3.00 K;J:P{S·) TOTAL AT PP ' 3 --... --... ~------~-~--------.-... **TCX/CANT LOAD CRITERIA**: --~-~----~-~---~~-------~-•r• ,• : • , ' < , / -~ ', ' ~ • t 7 j '> J -A •• L TCX "LOADS: UNIFORM·-,=;,··,·: O. PLF. 6 9 .. · ··' -.. , ... R .. TCX LOADS: UNI'FO~:-:;::; · ,-: O. PLF·.:. : ---------.-...... -------~ **.BASIC DIMENSIONS•** ________ ..,,. __________ _ LEFT .RIGHT LEFT .RIGHT·.. .. WK LENGTH ·-END, PANEL· END ·PANEL: 23.4583 3-10. 3/4. 3-10 3/4 VAR'DIM VAR DIM INTERIOR PANELS 2 ~ 0 0 /0 2-0 0/ d 3 AT 4-0 0 / 0 LEFT TC RIGHT TC END PANEL END PANEL 3-lQ 3./ 4 . 3-lO 3/ 4 · A-DIM . B-OIM 5-10 J/4 5~10 3/4 DEPTH. DE.PTH · · .DEPTH . LEF.T· ·· CENTER RIGHT· . . TCX LEFT TCX RIGHT. :·. 27 0/Q, ';.7 .0/0 -.27. 0/0 .{ACTUAL)· .· ··. 2~ · 1/2. · 25 .. 1/2· 2·5'-1/2' -(EFF) -------~--·---:------**TRUSS ANALYSIS-** · ------.-.---...... -::--:-::--:-iFF -.-· wEB: · -wEB AxrAL ·io· · .. PP LOAD.,. LBS . , DEPTH· MEM · SLOPE IN . WEB · · 1 · ~o · 25.44.1 ·. :2 · -.569 + 37331.5 2 . . ~ o :25.4.41 . v1 •. ooo ·· · • o ,. 3. 12300 •. 0 25.44:1: 3. · ·Ji:l .• 06-0 -25364.3 · · 4 · · ~o · · 25.44.1 · 4 ·· :.;..1.06:0 · + 84:54 .• 8 5 .~O 25.441 V2 .-000 ~ . iO 6. 12.3:o.o,:o :.-.25.441. · .5 .·.· 1.06·0 -· 8454.8 •I .. 7 . ' .. ~-Q·. 25.441 . 6. -J. .• Q.60. + 1 .8 2 4 3 _5 0 4 0 ° 0 8 0 . 8 .•. 0, .... 2.5.441 ·V3 .000 .9 12300.0 .. 25 •. 441 -BR .... 1 •. 060-+ 8454.8 10· .. :o·, 25 .•. 441 . 5R: -1. 060 · -· 84-54 .• 8 , . 11 • o 2,5 • 4 41 .. v 4. · • o o·o . -. · • o / 12 · .O .000 ·4R 1 •. 060 + 8454.8 1·3 • 0 .• "000 --J,R -1,. 0·60 ~ 25364. 3 · 14 .O .000 V5 · ~000 .O 15 •. 0. • OOQ . . 2R . • 5(59, + 3'133'1. 5 . . . ~ ·.,, .. , ' ~.· ' ~ . ,., '' •,, . • "1· 0-1 0/D 0-1 0/0 . AXIAL-.LD . TQP _CHORD 3245:3. 7 32453.7 . • 0 · · 55660. 7 5566'0. 7 • o 672·64. 3 67264.3 .o 556-60.7 55660.7 • 0 32453.6 ·32453. 7 .o ... ..,, . ' .... -'• . ' AXIAt··.LD . BOT CHORD .o • 0 . 4·9859. o· · :,.r-~ o:· .... • 0 61462. 5 . .o .o 61462.5 . ..o .. o 4.9858. 9 • 0 .• 0 • 0 .... . . .. .. . -. ·~ . -: -~ -.. -----.. --: : _' PURITAN -BENNETT 94-9--43-2 LIST 42 G28 • ... May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL STRESS L"END PANEL PP 11288.2 LEND PANEL MP 11288.2 L VAR PANEL PP. 11288.2 L.VAR PANEL MP 11288.2 -. ~INT PANEL-PP . 23396 _-3 INT PANEL MP 23396.3 R VAR PANEL MP 11288.2 R VAR PANEL PP 11288.2 REND PANEL MP 11288.2 REND PANEL PP 11288.2 . SEC DESCRIPTION TC 43 L 3 X 3 X.250 _____ B.C .. · 3.9·. L2-1/2X2-1/2X.-250 AXIAL RATIO .3763 .5824 .3763 .4541 .7799 .9598 .4541 .3763 .5824 .3763 MOMENT UNI LOAD .o .o .o .o .o .o .o .o .o .o BENDING STRESS .o .o .• 0 • 0 . .o .o .o .o .o .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 AXIAL LOAD K 67264. 1. 00 61463. :1. 00 KL/R 44.1 97. 7 · · I FLRS COMBINED RATIO .3763 .5824 .3763 .4541 .7799 .9598 .4541 .3763 .5824 .3763 LENGTH 23-11 1/2 23-1 1,2 .· SEC-DESCRIPTION AXIAL STRESS · CBRMP 845.7DEV 6 . OREQ 0-477. 6REQ TL BC 39 L~-l/2X2-l/2X.250 28322. .9441 L/360 ·LIVE LOAD DEV= 2447.4 PLF, L/240 LIVE LOAD DEV= -TOTAL LOAD FOR DEFL = 2073.1 PLF. 3671.1 PLF **TCX DESIGN** SEC L 43 TC 42 BR R 43 TC 42 · BR BENDING MOMENT o. o. **END PANEL DESIGN** AXIAL LOAD K LEFT 32453.7 1.00 _· RIGHT · · -_32-453. 7 1.00 --------------**WEB DESIGN** STEEL FY -------------- WEB NO DESCRIPTION 2 31 L 2 X 2 X.232 Vl 17 Ll-1/2Xl-1/2X.138 3 27 L 2 X 2 X.188 4 17 Ll-1/2Xl-1/2X.138 V2 .17 Ll-lt2Xl-lt2X.138 5 22 L 2 X 2 X.137 6 17 Ll-1/2Xl-1/2X.138 V3 27 L 2 X 2 X.188 6R 17 Ll-1/2Xl-1/2X.138 5R 22 L 2 X 2 X.137 V4 17 Ll-1/2Xl-1/2X.138 4R 17 REQ S .ooo .000 KL/R 75.5 75.5 DEV S 1.108 1.108 FLR WEB 0 V . 0 ... v-· .. REQ I .• 000 .000 DEV I 2.488 2.488 TO END BASEL 3-10 3/4 _···3-10 314·· DEFLC IN. .008 .008 NGM NGM EP VP EP VP BEARING LENGTH DEPTH o-1 0/0 6.00 o-6 ozo o-1 ozo 6.00 o-6 o,o B. DEPTH 6 0/0 6 o,o = 50000. PSI. MIN VERT SHEAR= ·4612.5 LBS. END REACTION= 18450.0 LBS. REQ DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 1.00 84.2 + 37332.+ 52451. 13.4X .188 11.6+ 3.6B 1 1.00· 86.1 -1345.-7004. 2.ox .138 4.2+ .o 2 1.00 56.7 -25364.-33366. 9.lX .188 10.0+ .OB 1 1.00 .118.4 + "8455.+ 11849. 4.lX .138 4.9+ .o 1 1.00 86.1 -1345.-7004. 2.ox .138 4.2+ .o 1 1.00 88.2 -8455.-8593. 4.2X .137 5.6+ .o 1 1.00 118.4 + 8455.+ 11849. 4.lX .138 4.9+ .o 1 1.00 64.6 -12300.-15706. 4.4X .188 4.9+ .o 1 1.00 118.4 + 8455.+ 11849. 4.lX .138 4.9+ .o 1 1.00 88.2 -8455.-8593. 4.2X .137 5.6+ .o 1 1.00 86.1 -1345.-7004. 2.0X .138 4.2+ .o 1 1.00 118.4 + 8455.+ 11849. 4.lX .138 4.9+ .o 3R 27 L1-1,2x1-1,2x~138 L 2 X 2 X.188 · 2 1.00 56.7 -25364.-33366. 9.lX .188 10.0+ .OB V5 17 Ll-1/2Xl-1/2X.138 1 1.00 86.1 -1345.-7004. 2.0X .138 4.2+ .o 2R 31 L 2 X 2 X.232 2 1.00 84.2 + 37332.+ 52451. 13.4X .188 11.6+ 3.6B • PURITAN...,. BENNETT .. 94-9-· 4:32. LIST 42 G2a· . - : ;May :.i1 i 1990 . --------------------~----·**BRJ:DGING :RE(fCJJ;REMENTS**. ·------~------------------TC RYY = . 1.633., BC RYY = 1.440, WLEN/ (TC RYY) WORKING LENGTH = 2 3 • 4·5,a FT MAXIMUM SPACING .FOR BC.BRACES= ·280799 --~~--~--~~--~--~-~----~- . , . -,_·., · .. · ... - i ' ' . j •• ,:., . , I I , /. -~ ' •. ,1· : -. ;. -. -·..... . .~· '\ -.,-·· ·. '.·- ,. ·: 172.354 ~ .. -. '. ,' ' . ', : . ' .· • PURITAN -BENNETT May 21, 1990 94-9-432 LIST 43 G29 27YG O 23' 9-1/2 11 27G 4N 12.30K ------------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 27.00 23-9 1/2 06-00 0/0 5.0 IN 5.0 IN .66 TL REQ .00 LL -· * *LOAD CRITERIA** . ------------------TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 12.300 KIP(S) TOTAL AT PP 3 6 9 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM=. . O. PLF. ----R TCX -LOADS: UNIFORM = 0. PLF. **BASIC DIMENSIONS** . . LEFT . RIGHT LEFT . _ RIGHT WK LENGTH END PANEL. END PANEL . 23.4583 . 3-10 3/4 3-10 3/4 VAR DIM ·VAR DIM INTERIOR PANELS 2-0 0/0 2-0 0/0 3 AT 4-0 0/0 DEPTH LEFT 27 0/0 -25 112 LEFT TC RIGHT TC END PANEL END PANEL 3-10 3/4 3-10 3/4 DEPTH DEPTH CENTER RIGHT 27 0/0 ·27 0/0 (ACTUAL) 25 112 25 112 (EFF) ------------------**TRUSS ANALYSIS** ------------------ A-DIM B-DIM 5-10 3/4 5-10 3/4 TCX LEFT o-1 0/0 TCX RIGHT o-1 0/0 · EFF ··wEB -·-·wEB . .-.. · AXIAL LD AXIAL'LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE . IN WEB TOP CHORD BOT CHORD 1 .o 25.441 2 -.569 + 37331.5 32453.7 .o 2 .o 25.441 Vl .ooo .o 32453.7 .o 3 12300.0 25.441 3 1.060 25364.3 .o 49859.0 4 .o '25.441 4 -1.060 + 8454.8 55660.7 .o 5 .o 25.441 V2 .ooo .o 55660.7 .o 6 12300.0 25.441 5 1.060 8454.8 .o 61462.5 7 .o 25.441 6 -1.060 + 8454.8 67264.3 .o .8 .o 25.441 V3 .ooo 12300.0 67264.3 . 0 9 12300.0 25.441 6R 1.060 + 8454.8 .o 61462.5 10 • 0 . 25.441 SR -1.060 8454.8 55660.7 .o 11 .o 25.441 V4 .ooo .o 55660.7 .o 12 . 0 .000 4R 1.060 + 8454.8 • 0 49858.9 13 .o .000 3R -1.060 25364.3 32453.6 .o 14 .o .ooo vs .ooo .o 32453.7 .o 15 .o .000 2R .569 + 37331.5 .o .o ~ ,> ~ -_. < I . PURITAN ,.... BENNETT· 94-9-· 4-32. LIST G29· . ----------------. . . . . _.. ~ -. ' .;.• ., .... _ ..... ... ,' .--.· . ' . -' ' . ' ' \ __ .. 43: · J~ay -2.1·, .. 1990 **C~ORD DESIGN** STE~T.,.i FY= ~QOOO. P$I ------~--~~--~--AXIAL AXIAL · MOMENT STRESS RATIO UNI LOAD L. END PANEL PP 112,8.8. 2 • 3763 . • 0 LEND PA:NEL MP 11288.2 .5824 ·.;O L VAR PANEL. PP 11288. 2.. . ..3763. ~ O . t .VAR·-PANEL MP. 11288.2· · .. ··.4541--. · 0·;.0 · · · -INT' PANEL··pp . 23'.396-.·3· · ··.7799-.· __ .. , _, .. _. -:·.o. . INT. PANEL .MP. 23396. 3 .• 9598. • O R VAR PANEL MP 11288. 2 • 4541 • O R VAR PAi.NEL PP 11288 •. 2 • 3763 • 0 REND PANEL MP. 11288.2 .5824 .O R END P,ANEI, PP . 11288 .:2 : 3763 • 0 . .. . '· · SEC DESCRIPTION · . AXIAL. LOAD·. K · . · .KL/R , ·Tc· 43 · L· 3 X 3 X.2'50 672·64. 1.00 · 44.1· , · .BC ·3·9 · L2'-:l/~X;2-1/2X.2'.50: · ... · · · 61.4,63-•. '.L 00 ·· --97. 7 - ' -0 0 .-0 V. •, -~ .. ·sEC ·DESCRIPTION AXIAL STRESS': -CBRMP BENDING STRESS .o .o .o .o .·o .o .o .o .o .o ,-•,·,• .. , BENDING RAT.IO __ • 000:0 .0000 .0000 .0000 .-o·ooo·: ~ 0000 • 0000. .OQOO .0000 .oood I FLRS 845.7DEV 6 :. • OREQ 0. .477. 6REQ T~ COMBINED RATIO .3763 .5824 .3763 .4541 .··.7799 • 9,598 .4541 .3763 .5824 • 3763 . LENGTH -23-11 1/.2 23-1.1/2 · · :ac 39 -L2-1/2X2-1/2X. 2'50 . 28322-. • 9441 . L/360 LIVE LOAD DEV:;:: 2447.4 PLF, T.,.i/240 LIVE LOAD DEV= q:'bTAL LOAD FOR DEFL ;:::: 2073 .• 1 PI,iF_._ . · . 3671.1 PLF ------~-----!:---~ .·**TCX DESI'GN** . -.. -.. BENDING MOMENT DEFLC BEARING SEC L 43 TC 42 BR R 43 TC -4-2 .. BR . . . . . . 0. o! --------------------**·END .PANEL.: DESI'Gr-:f** . i -----------------~--~ . REQ s DEV s .000 1.108 .QOd 1.1.08. REQ I DEV I IN. LENGTH DEPTH • o.oo 2.488 .008 o-1 0/0 6.00 .006 o-6 oz0 2.488 ~008 o-1 0zo 6.00 o-6 0/0 --·· AXIAL LOAD K . LEFT ., 3-2453. 7 1 .. 00 KL/R FLR WEB TO END BASEL NGM NGM 75 • 5 . 0 V · 3·-1 o· 3 /. 4 EP VP B. DEPTH 6 0/.0 6 .0/0 · '·RIGHT ·· · 3-2-453 ._7_: · 1 !-.00 -----------·--0]5_~-~-~ 0 .:_~--.... V ~·::_·.::_;_3_:lq._3'/4: . El? V-P -**WE-B DE$IGN**· STEEL FY·= 500-00.· PST. MIN VERT SHEAR = -· END REACTION= --------------. . .·. . REQ DEV ·wE'.B _NO· DESCRIPTION: . Q K KL/RAX· LPAD AX LOAD · 2 31· L 2 X 2· X~232 ·2 ~400 84.2 + 37332.+ 52451. Vl 17 Ll-1/2Xl-1/2X.138 1 1.00 86 •. 1,.. 134'.5.-7004. ,·_,_3 27 L 2 X 2 X.188 2.1.00-56.7,.. 25364 • .;;. 33.3-66. 4 17 Ll-1/2Xl-1/.2X.138 1 1.00 .11&.4 + .8455.+.11849. V2 17 Ll-1/2Xl-1/2X.138 1 1.0a 86.1 -1345.-7004. 5 22. L . 2 X 2 . X.137 . 1 1 ~ OQ.' :. 88. 2. -. 8455. -8593. 6 17 Ll'-·1/2.Xl-l./2X.138 1 1. 00 .1ra., 4. +: 8455 .+ _11,849. . V3 27 L 2 X 2 X.188 1 1.00 64.6 -12300 •. -15706. 6R 17 Ll-1/2Xl-1/2X.138 1 1.00 118.4.+ 8455.+.11849. 5R 22 L 2 X 2 X.137 1 1.00 88.2 -8455.-8593. V4 17 ~1~1/2Xl-1/2X.138 1 1.00 86.1 -1345.-7004. 4R 17 Ll-1/2Xl-1/2X.138 ·. 1 1400 118.4 + 8455.+ 11849. ·3R 27 L 2 X 2 X.188 2 ·1.00 · 56.7 ·-25364.-33366. .. V5 17 Ll-1/-2Xl-1/2X.1-38· .: 1 1.00 · 86~1 --13'45.-7004. 2R 31 L 2 __ X 2--_X.~32. ·· 2 1.00 · 8·4.2 + 37332.+ .52451. .• -. > -~ ' . .. . -.· " . -' , ...... •= • ~~· •• ' ': ' - . "-· ,.~.,-' ·-·, . ; ~·" ,• ' . ~-. ;. ' . '" 4612.5 LBS. 18450.0 LBS.· REQ FILLET AVBL 'WELD SI'ZE WELD S'LOT 13 • 4 X • 18 8 11 • 6+ 3 •·. 6 B 2.0X .13S 4.2+ .• O ·9.lX .188 10.0+ .OB 4.lX .139 4.9+ .O 2.0X .139 4.2+ .O 4.2X .137 5.6+ .O 4.lX .13~-4.9+ .O 4. 4X • 18.8 4. 9+ • 0 4.lX .138 4.9+ · .0 4.2X .137 5.6+ .O 2.ox .138 4.2+ .o 4.lX .138 4.9+ .O 9.lX .1,88 10.0+ .OB 2.QX .138 4.2+ .O 13.4X .188 11.6+ 3.6B ; " ' • r • ,. .• • • " , ~ • • . . '• ' . ~ ·: -... PURITAN -BENNETT · 94-9-·432 LIST 43 G29 **BRIDGING REQUIREMENTS** ------------------------- • May 21, 1990 TC RYY = 1.633, BC RYY = 1.440, WLEN/(TC RYY) = 172.354 WORKING LENGTH= 23.458 FT MAXIMUM SPACING FOR BC BRACES= 28.799 rs,,. ' t' ••• / ' ',. ) I. ' .~ : ' .. :~ • '¾.i '. '' ' . 'PURITAN BENNETT 94-9-43~ -LIST 43 G35 2·7¥G o _. May -2-1., .. 1990 3K 27G 4N 13.90K ' -------~---~~--...;-------~--~-~~----~-----~-~------9"!"'!'"'----------------~~~-----~~------ ·**JOIST GIRDER DESIGN :REQUIREMENTS**. SJ.I SPECS VULCRAFT ENG DEPT** -----------------------!~-~----~~---,-~·--.------.----~-----------------~----------,~~--JOIST LEFT END 'RGHT END ACTUAL.DEFL POINT DEPTH · BS LENGTH SPACING STRUT STRUT INCHE'S . . LOADS 27. 00 '2'3-3 0/0 06-00 0/0 . • 5 IN . • 5 IN • 60 ~L REQ .• 00 LL --~-~-~-~--~~---~ **LOAD C~ITEI,UA** . . . . . . ' ~ ---------~-~~-~--TOTAL .LOAD == 0. PLF., :LiIVE LOAD = O·. PLF. TOTL LOAD.DEFLECTION -SPECIFJ:ED.AS L/240 . 'ADDITIONAL TC AXIAL. LOAD . = 7 0 • ·o O Kif'S • <com:mNT~TED· 13 .. 90d KIJ;>'.(S) :TOTAL A'l;' PP· :3. ~ 6-· 9 ----------------------.· ** ·coNCEN.TRATED ·LOADS·**: :.. FROM LEFT. ·END·.BASE LENGTH .... ____ ToTir."""Laii;--Lr\ti~rioAo. . MOMENT .. PROXIMITY -FROM . KIPS. . . K!PS . DISTANCE .' IN INCHES PP TC 6 .• 100 • ooo _5.;. 7 1/2. · • oo 3 TC 6.100 .QOO 11-11/Z ~00 6 TC 6. 200 • 000 · 1·5-< 3· 1,2·. . -4 .• 00 8 ~---~-----~--~-~----**BASIC D:J:MENSIONS·*·* --. ' . --------------------. . . LEFT. _· RIGHT LEFT RIGHT LOAD . SUPPORTING · TO PP 'WEB MEMBER 3 6 8 WK.LENGTH 2~.9167 END PANEL END· .PANEL . 3·-7 1/2 3,.;., 7 1/2 VAR DIM VAR DIM INTERIOR 'PANELS" 2.,. 0 0/0. 2-O 0/0 3 AT 4-O 0/0 . LEFT .TC RIGHT' ·rrc . END PANEL END PAN-EL : .. A-DIM -· B-DIM -· 3-7 1/2 .. 3.~ ·.7' }/2_ · •;· .5-7 :112 5-7 1/2 -.. DEPTH DEPTH DEPTH LEFT CENTER RIGHT . · '" ·27-.. ,0/·0· -27 .. 0./·0· · 2·7 0/'0. -(ACTUAL,)··-·.:.·.·:,.· ,.·':·' ... r. · . ·---~4. 718 . 24 '778 -· 24 ·1-,a· :tEFF) .· -.. --"·'· .' . . . . --~--~----.... -----~-' . . . . **TRUSS 'ANALYSIS** ~~~~----.... ~--------. ',• .. EFF ·-iir.·WEB WEB · ··.AXIAL ·LD AXIAL LO AXIAL LD ' pp LOAJ::>-LBS DEPTff· :MEM SLOPE IN.WEB "TOP CHORD BOT.CHORD·· I 1 .. ~·--..• o 24.8-81' " 2 -. 600' + 59617'. 0 51131.7 .• o· ··, .·.·" .. 2 ·, ·• 0 ,, 2·4.881:' ·.v1 :-.000 .:. ·-.o 51131~7 .o I .3 2:00.00. O 24.881 3 1 . .-037 -42'592 .-6 .o 807o'l.'..8 4 .• 0 24. 8-a-1 4 .. -1.037 + . [.4804-. 3 · 9·0979. 8 .o ... . _5, .• 0. 24 ~ 881 : V2 .. • oo·o · .o . -.. 90979. 8 .o 6 . 2:0000.·0 24 •. 8·8'1 .. 5 i.·0-3·7 ·1-4:804 •. 3 . . • 0 101257. 8 .. T .o 24.881•. .6. : -1.:037 + .. 148·04.:3 11153'5.7 _: 0 8 6.20Q .• O 24.881. .. V3 .000 20000 .• 0 111535.7 .d 9 :1:3900.0 24.881 6R 1.037 + .129'83·.9 .o 102521.6 10 .o 24. 8·81 5R -1. 0-37 -12983.9 935-07. 4 .o 11 ;o 24.881 .V4 .000· 6200.0 93·507. 4 .o .12· .o .000 .4R 1~037 + .. 21.59.8 .3 • 0 78512.7 13 .. . ' .o • ·ooo. · .3R ·.-1.037-· -· 4091;1..-.1 50i09.9 .o 14' .: .• 0 .000 V5 • .<000 • 0. 49:J,13.l 996.7 15 .• 0 • 0.00 2:B,· .600 + 572.63. 5 .o .o •.. ~ : : :, . .· ... PURITAN -BENNETT 94-9-432 LIST 43 G35 May 21, 1990 -~· -**CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP ·L VAR PANEL MP · -INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP R·END PANEL PP AXIAL STRESS 8941.1 8941.1 8941.1 8941.1 19503.5 19503.5 8762.4 8762.4 8588.1 8588.1 SEC DESCRIPTION TC 59 L 4 X 4 X.375 .BC 51· L3-1/2X3-1/2X.287 AXIAL RATIO .2980 .3737 .2980 .3300. • 6501 : .7360 .3234 .2921 .3590 .2863 AXIAL LOAD 111536. 102522. MOMENT UNI LOAD .o .o .o .o · .• 0 .o .o .o .o .o K KL/R 1.00. 35.1 -1.00 69.4" BENDING STRESS .o .o .o .o .o .o .o .o .o .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .2980 .3737 .2980 .3300 .6501 .7360 .3234 .2921 .3590 .2863 I FLRS LENGTH ··c .. -SEC DESCRIPTION . AXIAL STRESS CBRMP 1438.4DEV 6 23-3 0/.0 .OREQ 0-· 23-2 ozo 756.6REQ TL BC 51 L3-1/2X3-1/2X.287 28946. .9649 L/360 LIVE LOAD DEV·= 4464.9 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 3522.7 PLF. 6697.4 PLF **END PANEL DESIGN** AXIAL LOAD LEFT 51131.7 RIGHT 49113.1 K 1.00 1.00 KL/R FLR WEB TO END BASEL NGM NGM 52.7 0 V 3-7 1/.2 EP VP 52.7 0 V 3-7 112 .EP VP B. DEPTH 6 Of.O 6 o,o **ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% : AXIAL SEC -FORCE TC 59 70000. · -TENSION -AXIAL STRESS 12240.4 AXIAL RATIO .3068 LEND PANEL PP LEND PANEL MP L VAR PANEL PP · L VAR PANEL MP INT PANEL PP ~INT PANEL MP -·R VAR PANEL MP -R VAR PANEL PP REND PANEL MP REND PANEL PP **WEB DESIGN** AXIAL FORCE 121131.7 121131.7 121131.7 121131.7 181535.7 181535.7 120109.9 .120109.9 119113.1 119113.1 STEEL FY= WEB NO DESCRIPTION 2 39 L2-1/.2X2-1/.2X.250 Vl 17 Ll-1Z2Xl-1Z2X.138 3 39 L2-1,2x2-1,2x.250 4 29 L 2 X 2 X.213 V2 17 L1-1/.2Xl-1/.2X.138 5 17 L1-1l2X1-1J2X.138 6 29 L 2 X 2 X.213 V3 20 L1-1/2X1-1/2X.170 6R 29 L 2 X 2 X.213 AXIAL STREss· 21181.5 21181.5" 21181.5 21181.5 31744.0 31744.0 21002.8 21002.8 20828.5 20828.5 -COMPRESSION -AXIAL · BENDING RATIO STRESS .5309 .o • 6657 . 0 .5309 .o .5878 .o .7956 .o .9007 .o .5828 .o .5264 -.o .6546 .o .5220 .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .5309 .6657 .5309 .5878 .7956 .9007 .5828 .5264 .6546 .5220 50000. PSI. MIN VERT SHEAR= 7663.8 LBS. Q2 K 1.00 1 1.00 2 1.00 1 1.00 1 1. 00 2 1.00 1 1.00 2 1.00 1 1.00 END REACTION= 30655.1 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 62.9·+ 59617.+ 71250. 21.4X .188 16.9+ 7.lB 84.2 -2231.-7158. 2.0X .138 4.2+ .0 44.9 -42593.-59665. 15.3X .188 14.5+ 7.lB 88.1 +-14804.+ 24199. 5.3X .188 5.7+ .O 84.2 -2231.-7158. 2.ox .138 4.2+ .o 74.6 -14804.-15816. 7.2X .138 14.4+ .OB 88.1 + 14804.+ 24199. 5.3X .188 5.7+ .0 54.2 -20000.-22786. 7.9X .170 13.2+ .OB 88.1 + 12984.+ 24199. 4.7X .188 5.7+ .0 ' ... ·PURITAN -BENNETT 9,4-9:-. 432 · LIS!I1 . 4~ G~35 . -----~----~-----_ **WEB ·,DESIGN** STEEL· FY = ' . ' ---!-,---~ ... ~------ WEB: NO .DESCRIPTION 5R 29 L· · 2· X 2 X. 213 V4 17, l,1-1/2X1-1/2X.1'3.8 4R..17 Ll-1/2XI-1/'2X.138 ·. 3R 3·1. L 2 X. 2 X. 232 V5 1 r·:Ll.-1/.2Xl-1/2X..1.38 2R 39 L2-1/~X2-1/2X.250 .. ----. -----'-.. ----**BRIDGING REQUIREMENTS'** ----' ' ' ------------------------- 'l-jq.y .. 2:i.; .~1990. ---;.'-, ',-' 50000! PSI. MIN VERT SHEAR= . . . END REACTION· = . . REQ DEV Q K KL/R A~ LOAD AX LOAD 11~00 ~88.1 ~ 12984.-13997. 1 1.0·0. 84.,2 -·.6200.-. 7158. .2,1.00·. 74.6 + 21598.+ 2~697. 2. 1.00 .' '56.6: -4.091.1.~ 4.0732. 1.-'l..·oo~ ... ·a.-4~2 --· 2231 • ..:. :7'158. 2 1.00 62.9 + 57263~+ 71250. TC .RYY .. =. 2.05.1,. BC RYY = 1.837, WLEN/('L'C RYY) =. 134.05~ ~~!MJM. ~~f iIMG ~ir6i2 BE 1 iRK~ES = '3·6. 7 3 2 ----·-· ----. ---.----- -·:' '. ·:-~ -~. ' ,- ' :, ' -... •., t •• -•• -,,,• .- '. 7663.8·LBS. R~86 i~LEE~Bf VBL ' WELD SIZE WELD SLOT 4.7X .188 5.7+ .O 3.0X .138 4.2+ ·.O 10.5X. .138 14~4+ .• OB 14. 7X · .188 14. 5+ 3. 6B · 2 • 0 X • 13·8 4 • 2 + · ... 0 20.6x .1as i6~9+ 1.1B ·:NOTE.: . ··DOUBLE· AUGLES REQUI~ED· FOR VERTICAL W~BS AND/OR W2D ' .. ,-' . ' i' ( .. I • I . . -. -. . ' " ,, :11 .·,, .,:1,1