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Home My WebLink About1954 KELLOGG AVE; ; PCR96016; Permit·. ti~ ~v ,'~(00 : . '09/25/96. 14: 35 , .. Page 1.of · ·1 B U I L D I N G ·Job Address: 1954 KELLOGG AV Permit Type: PLAN CHECK ReVISION Parcel Not 212-092-02-00 Valuation: · o . .. p·E R J11 IT Suite: . Lot#:: · Occupancy Group: B2 Reference#: . Description: MODIFY OPEN : APPROVE SSI Plan WEB JOI $TS AND . JOISTS CITY-OF CARLSBAD PC.R No: POB.960'.l.6 Project No: A9500894 Development. No: - 2075. Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 EsGil Corporation Professiona{ PCan ~view 'Engineers DATE: April 9, 1996 JURISDICTION: Carlsbad PLAN CHECK NO.: 95-605 REV 2 PROJECT ADDRESS: 1954 Kellogg Ave. SET:I ,.. ~~ANT ~ DFIRE D PLAN REVIEWER D FILE PROJECT NAME: Daily Industrial Bldg. (Steel Joists and SSI Joists) ..,, D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** ·codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the/plan check has been completed. Person contacted: l/ (/' tt" /t. Date contacted: · $trf 6 ,r.trf;f ~ 7fJ Telephone#: ~ REMARKS: The ss14(o;'st plans hav~OT been reviewed. Structural calculations for them are required first. The calculations submitted a~e for the steel joists, and they have been reviewed. By: Kurt Culver Esgil Corporation 0 GA O CM O GP O PC 4/1/96 Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 I I l 1 -~ , '· J .. EsGil Corporation Professiona{ PCan !Rf.view 'Engineers DATE: April 26, 1996 JURISDICTION: Carlsbad PLAN CHECK NO.: 95-605 REV 3 PROJECT ADDRESS: 1954 Kellogg Ave. SET: I PROJECT NAME: Daily Industrial Bldg. (SSI Joists) ~ANT -~ CJ FIRE CJ PLAN REVIEWER CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. 1:8:1 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ·D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: [8'.] Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone #: [8'.] REMARKS: 1. Each sheet of the plans must be signed & sealed by the licensed person responsible-for their preparation. 2. Note on the plans that the floor plywood will have a Panel Sp_an Rating of either "40/20" or "48/24," By: Kurt Culver Esgil Corporation D GA D CM D GP D PC 4/18/96 Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 95-605 REV 3 April 26, 1996 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Kurt Culver BUILDING ADDRESS: 1954 Kellogg Ave. BUILDING PORTION BUILDING AREA (sq. ft.) Air Conditioning . Fire Sprinklers TOTAL VALUE UBC Building Permit Fee: UBC Plan Check Fee: PLAN CHECK NO.: 95-605 REV 3 DATE: April 26, 1996 BUILDING OCCUPANCY: B2 TYPE OF CONSTRUCTION: V-N VALUATION MULTIPLIER $ $ VALUE ($) Comments: Review of SSI plans/calcs: Esgil fee = 1 hr. @ 87 .15/hr. = 87 .15. Sheet 1 of 1 valuefee.dot nA·~-12-•::;,E, TUE 10 .: 55 AM TECHM I CALS'ERV I C_E;. _____ .~ 7 ~:::1 7 5 4 4 :2;.:'t ~: ·=2------,""7ll~P,,:.,•.ii;~:::1.,;11--.,., Standard Structures Inc. P.O. Box K, Santa Rosa, CA 95402 707/544-2882 . . . 03--11-1996 SSI-JOIST CALCULATION 15:30 Project Name: Daily Ind. Park Location: Carlsbad· Project: Number: .I'J-fB83-t., Mar~ Number: fJol ' . c----~m•~--~a~----m---~•e---~----=---J•-=-------------------~~~-=--~-=-=-=----- ssI-Joist Description Point Loads: Number LL 318, Design Criteria 9166 1851 -~~---=---~-----~----=----~---==--=a:-----b~---~~-----------------=~-------~-=-- [l] Standard Structures Inc. P.O. Sox K, Santa Rosa, CA 95402 707/544-2982 03-11-1996 SSI-JOIST CALCULAT!ON 15:27 Project Name: Daily Ind. Park Location: Carlsbad · Project Number.: ;CJ -I se.. it. Mark Number: f J O '3 ~--=~------a~--"---a--------------~~---~-----~---~--------~~-----~------~z~---~ sar-Joist Description ** f 1) 16.0-inch ssI 324 ** Top Flange SPF Fll ** ?ottom Flange SPF Fll ** · · Web Material OSB · Point Loads: 2100 MSR 2100 MSR. Loading Design Criteria Span (ft)· o. C. spacing (in) ~oad Duration Factor Repetitive Factor 14.25 19.20 1.00 1.10 Number LL DL TL Distance from left end Uniform Loads: Number LL{PSF) 1 80.0 >>>>>>>>>>>:>>>>>NONE<<<<<<<<<<<<<<< DL (l?SF} 28.0 PL(PSF) . 20. 0 TL (PSF) 128.0 Beg 0.0 End 14.3 Triangular Loads: Number BEG-LL{PLF} BEG-DL(PLF} END-Lt(PLF) ENb-DL(PLF) Beg End >>>>>>::>>>>>>>>>NONE<<<<<<<<~<<<<<< Design (U .L.} Maximum Bending Moment ...........• 5202 J.459 Maximum Horizontal Shear ......... . ssI-Joist Deflection: Live toad ... . Dead Load ... . Total Load .. . 0.184 0.110 = L / 0.294 -L / < < ssI-Joist Allowable 930 581 6876 1894 :::,, > Cone Load over two j-oists 6224 1642 fabricated by Standard Structures Inc. in accordance with This analysis is to conli:t1n that the SSI joist Develorjina Better Wavs to Build MA--12-96 TUE 11:00 AM TECHNICALSERVICE 71-3754429:::2 F'.01 3 rTff-1 b'JlJ Standard Structures Inc. P.O. B<>x K, Santa Rosa, CA 95402 707/644-2982 03-11-1996 $SI-JOIST CALCULATION Project.Name: Daily Ind. Park Location: c~rlsbad Project Number: 1.J-I es ~-t.. Mark Number! f.Jo~ ----=am~----=----=-:n----.:i-----=aae~----~~-.--~----::-:-=------=::-=t;;;;z-a1::2: ______ T-.. _____ ....,.~:;i----- ssI-Joist Description ** ( 1} 16.0-inch ssI 324 ** Top Flange SPF F8 ** Bottom Flange SPF F8 ** Web Mate,rial OSB Point Loads: 2400 MSR 2400 MSR Loading Design Criteria Span ·(ft) o. c·. spacing ( in) Load Duration Factor Repetitive Factor 16.00 19.20 1.00 l.10 Number LL DL TL Distance from .left end Uniform Loads: Number LL(PSF) 1 80 .0 >>>>>>>>>>>>>>::»>NONE<<<<<<<<<<<<<<:< DL(PSF) 28.0 PL {.!?SF) 20.0 TL (PSF) 128.0 Beg 0.0 End 16.0 Triangular Loads: Number BEG~Lµ(PLF) BEG-DL(PLF) END-LL(PLF) END-DL(PLF) Beg End >>>>>>>~>>>>>>~NONE<<<<<<<<<<<<<<< Design {U. L.) Maximum Bending Moment ........... . 6558 1638 Maximum Horizontal Shear ......... . ssI-Joist Deflection! Live Load ...• ·Dead Load •••. Total Load ... ... L / 0.257 0.154 0.411 = L / < < ssI-J'oist Allowable 747 467 8407 1894 > > Cone l',ioad over two joists 7258 1721 .:1----:::-,---?:.t--;;;;a.:11::!---..r1::r.----:::1---.::a-~--:i:I---..... -a~:..ii, ...... --=:J-----:-!:2;--"""'-----..... -::;------=::i-------ic--y,. ' • • ', • ssr joists are fabricated by standard structures Inc. in accordance with ·ICBO PFC-·4325. This analysis is to confirm that the ssr joist noted aboye is designed and conf.orms with cur:t'ent Standard Structures specificattons and code accepted design properties. The loads, spans and spacings ·have been provid~d by others, and have not been reviewed by Standard Structures for adequacy.· This information should be reviewed~~~~esigner for consistency with the proj-ect. ~~ ... ~~ -ssi £ ~<o't A lro4 ~ ~'<F ~ ~ fg¼ 0~ ~ . fJo. C054S51 f_g ~ __ I-" __ ,. .. . ; : .... /, .. ·, International ·s&tic:'turaI Pr~ducts . CoiP.· ·_ ... LETTER OF TRASMITTAL ;_I ; f Gentlemen: · : W~ are sending you y,( A!t~ched the fo'?Wlng ttems: / . [;] For approval ( ] For Field Use r ] Cales [tl Orlg. Letter w/wet stamp . ( ] BIi of Material · [ ] Other Attention: ----,:-rG.'r"l---~_r_-~ ___ c .... ·· -~Al~ ..... " --- Date: HAR O 4 1996 CALCULATIONS FOR. . APPROV/sl. •, Descri tlon C .. ..d C"' ,-.. ,1 --. .--/ ,, -/ ·7 / ;: __ 11• ...... _. S; i: ... .~ •4 ~. ., .... , . ,'~; '. •·, ·· ... !•" ;1 I ,:., '. V :·I I ::I l •, :·I' These ate Trasmltted aa checked below: ~-fFor you use ( ] As requested : 11 to fl'9 Cus1omer A--?<c:<;.;,c Cd.: L . .. . . . l r ~ f ~ .. fj •• I · , .. , . • ,. :'. :I . ~~~~ 1~~\\@~~ i I .~-....µ._.ti ~~-_...:;_.___~" -1+--F ~-~~-l!l--jf- 6112 North Mesa ~ulte 2_15_~El ~~s_o, Tex~~.-/~,2~~h_on~ (9~5 .. . . . .~ .. .-.··. :-·· -: . --, ~ .. , .. , :·I :1. :I ' ~ :I " ii ,,, ' . '· l· '·· :1· '. :I ... ,--. . . I :I 1:I :·1 !'"I l .~ - i-l ~-:.. r-·.I International Structural Products Co!]J. March 4, 1996 Reference: DAILY INDUSTRIAL Open Web Steel-Joist calculations ISP# D-44-95..: 1126 To whom it may concern: Please find attached the calculations on the above referenced job. This is to certify that International Structural Products Corp. designs and fabricates according to the latest adoption of the St(:el Joist Institute's Specifications. If you have any questions concerning the attached, please call our office . .::~ .. Respectfully, / gNO EXCEPTION TAKEN 0 MAKE C-'.)RREC"i!0~JS NGF:1"1 0 REVISE AND F-H?.SLirJ!,:·: 6112 North Mesa Suite 215•El Paso. Texas 79912 • Phone (915) 532-4414•Fax 532-4728 LEFT END TCXL STANDARD SHORTSPAN JOIST-CRIMP STANDARD LONGSPAN JOISTS <. ,. ···-·-·----------------------(~' ·t ----, V1 BDL=t=L:ffi: ~., I ~I~ $ 1 ~/ 7~ . $. ;!{ . uy ~' 'Y:9 ~ :j-t-BDR ( ~ -t STD. 5• LSJ 2 1/Z' SSJ STD. W08KING LENGTH BASE.J.£NGTH OVERALJ.. _LENGTH • -V1 MEMBER MAY BE TILTED PER DESIGN O l.SJ, VI NORMALLY TILTED O SSJ-CRIMP ,. _,l{ WEB Mr: · ::R. NUMBER (l) PANEL , :f NUMBER STD. ,1ST HALF, RIGHT ·~ ~ T<~™~ ~· ··~ @)JOISTS. MAY HAVE MORE OR LESS NUMBER OF WEBS THAN SHOWN FILLER 0 2"'-MEMBERS V ~. lHICICH_ESS• IF WEif ntCKNESS IS < 1/4•, YELD SIZE EQUALS WEB lHIOOO:SS. IF' IIEB ntacNESS IS -~ 1/4•, ve.D SIZE EQUALS WEB lHICKNESS .-1/11 U.N.0, ·,:' . f Tf [~ H ~"IH ~OPTir.,.:IJ. . 21/2 -:"lf . . I . . , SlD: ' ~ .I CRIMPZ}. . ~-· -,: , ~ i. ,,: 51~ (.' ,J . !'-'W ~( 1 ll~l:ja -le~ ~ ! :TYP 1t llvja . _t_ , .I 4x~x7/16 , IPDAL ., .J.!:1- ~ TCX ,I. H ,iJll. ·+ } ~ . l!!lfCHFP XAI DCM T 4'U.I ~31/~SSJ . . . . LSJ-1~ \ I . ~ll/lh1 1/2 H ',''"': - .. ·: ... ~ . . :_ .'.:?::---:ij~ . ; . < ·. 0 0 · :· . · .: ::. mm ... : . ', : :: , c::: .... · . -. .. . . . . ·;:·~ ··~--.. . -· -. -.. --·-:-<Z·,c··-~"'' -~,.--·-··· -·-. - i~.ji;\~~~;f j~ -.ta:. .. :1· , .. :i : : .. : :1 ·1 I :I ·1 :I :I .. I :·1 I I I :I I . -· :I JI ·.I ·.,· OPEN WEB JOIST DESIGN KSERlES -ANGLE WEB- PROGRAM DESCRIPTION AND .COMMENTS * 1. JOIST HEADINGS a Includes titles, date~ inputed joist type and job information. 2.-DESIGN DATA A All allowable forces calculated have a LO% allowable overstress inc'.uded in the value printed out B. An inputed base length is used to lo.ok up a co!Tesponding unifonn total'lo::d (TI.) and unifonn Jive load (IL) for a specific joist type .from a data file which contain~ Steel Joist Institute loads at integer feet Lengths which fall between even feet are linearly interpolated for load$. C. A check is ma.de to verify that the joist span does not exceed 24 times L.-jojst depth per Steel Joist Institute specification 5.2. •• ~' · Also for a standard K series joist if the inputed span length is greater than or :.:ose lengths at which there are published loads, a caution is printed and the last catalog lo:. ·: is shown. D.-A design length is detennined by subtracting 0.33 feet off the span i. :igth. Based upon this length and total unifonn load the required positive design mor:. ~ :-it and end reaction ~ developed · E.· Per Steel Institute specification 5.9** unifonn live load, design le_ )h, and an inputed live load deflection ratio (V360, V240) are used to calculate a req!: '. :-ed moment of inertia * The item nQmber cotTesponds to a nmnber placed in the design printout Sheets 8 & 9 (Alt printout sheets 10 thm 13). ** Referenced Steel Joist Institute specification numbers ~e from the 1992 ca'..: '. ·Jg. 2.-JOIST CONFlGURATION A Standard configuration consists of the end panel varying with redundant. e: ·-.rt. I.-... , . .. , ., I I I ., ., ., I :I . I I I{ . .-.:1 :_,_ .·I I ... B. Interior top chord panel length (INT PANELL) is set BS an input Th~ maximum and minimum top chord end panel dimensions (variable E, see typical joist layout) are retrieved :from a data file. From these items the nmnber of top chord interior panels and the actual top chord end panel length, E (TC END PANEL L), are determined The E value is based on a design length dimension BS opposed to a span length dimension. An option is included in the program which allows the E value to be maxi~nized once the chord sizes have been detennined From this the configuration, i.e., the n~ber of interior top chord panels, maximum E, and minimum E, is readjusted 3.-CHORD DATA and DESIGN -INTERIOR PANELS ' . A The iteration process for the chords is begun by selecting a bottom cl:ord (BC) :from the angle file which may develop the axial tensile force equal to the required design moment divided by the joist depth. B. The top chord (TC) is then set equal to the bottom chord size. Chord ;-,roperties such as areas, radio of gyration, location of neutral axis, and moments of inert!~ are retrieved :from the angle file. C. · The bottom chord is incremented until the slenderness ratio meets the requirements of Steel Joist Institute specification 4.3** and the allowable positive moment capacity is greater than the required positive design moment 'tbe allowable axial terw1Ie stress, Ft, is detennined per Steel Joist Institute specification 4.2** (a) . i. l/rz 240 ii. Ft * Total *Effective Area Depth *Allowable Overstress *Required Positive Design moment D. The top chord is incremented mtil the slenderness ratio meets the requirements of Steel Joist Institute specification 4.3 the allowable positive moment capi:oity is greater then the required positive design moment, and the combined bending snd compression stresses check per Steel Joist Iruititute specification 4.4 (a). The allowable bending stress, Fb, is detennined per Steel Joist Institute specification 4.2 (c). Allowable axial compressive stress, Fa, is determined per Steel Joist Institute specification 4.2 (b ). Buckling about the X axis is investigated The Z axis is covered later in the program when fillers are investigated Buckling about the Y ~is will not govern with existing inventory and shop practices, although a check is made after fhe gap between the ,chords has been established Item iii below is not checked when the interior panels are 24 inches or less in length per Steel Joist Institute specification 4.4 (a) . i. l/rx 90 ii. Fa • Total *Effective Area Depth *Allowable Overstress Required Positive Design Moment ~, :I :I :I !I :1 I .1 I :I I :,I :.:I' ;_I :.-.I ; __ _ :·f . , .. iii. Combined Bending and Compression Stress Check 4.-TOP CHORD FlLLERS -INTERIOR PANELS A To calculate the number of top chord interior panels requiring fills, !he slenderness ratio for the Z axis is established 11$ing the top chord interior panel length divided by the radius ofgyration about the Z axis (if 1/rz 90 then all interior panels reqt:'.re fills). From this allowable axial stress, then allowable positive moment capacity ere de'.'ennined for the z· axis. The difference between the required positive design moment snc! the allowable positive design moment (based on rz) is then resolved into a length of fills ~equired, or the mnnber of top chord interior panels with fills. 5.-TOP CHORD END PANEL CHECK A The top chord end panel is checked for combined bending and comp!'·.~ssion stresses using Steel Joist Institute specification 4.4 (a). B. The bending load used in analysis is the total tmifonn load at span ler...: !h. Panel point (PP MOM) and mid-panel (MP MOM) moments are detennirted by using a unifonn load over a4 span be~ with the outside joint pinned and the inside joint fixed ~nd panel axial force (AX FORCE) is detennined · by subtracting the end load deductio:~ from the end reaction then dividing by the tangent ,of the end bar angle (see typical Joist layout for angle). The angle used for this purpose is a neutral axis to netrual axis angle. C. A maximum top chord end panel slenderness ratio of 120 is checke(~ per Steel Joist Institute specification 103.3. If violated, fillers ere ~ed and the value is rer11ecked D. If no fillers are required the allowable compressive siress, Fa, is c:~ecked using a slenderness ratio based on the Z axis (when fillers are required this step is nkipped). If the combined stress ratios at panel point and mid-panel are greater than 1.0 n:~dtiplied by the allowable overstress, then the end panel is rechecked using Fa determined from a slenderness ratio based on the X axis and fillers are used. E. When investigating the mid-panel bending check the Cm coefficient ui.;es a 0.4 factor ~ given in table Cl.6.6 from the American Institute of Steel Construction in lieu of the 0.3 factor given~ Steel Joist Institute specification 4.4 (a). F. When the interior panel length exceeds 2.803 tjmes the end panel lengtl1 the interior or mid-panel moment is negative and is not checked. G. If the tenns in section A or C above fail, the operator is given the option to either reiterate using a bumped top chord, or determine the maximum E value (if any) for the present chords. 6.• LATERAL STABILITY CHECK ~, ;--1 :·1 ; ;_I ~-, ii r:1- ! 1 ··1 .. ·1 -1 I I .. ,·. ,. ,_ .. ,. '.\ ,.,-. . ·-1 '. 1· ' l. ;·1 I. L_· 1'-1 '. .. A To satisfy the requirements of Steel. Joist Institute 4.4 (a), ly (erection) /. ryy is checked to ensure that it is less than 145. B. Lateral bracing distance during erection, ly, is detemtlned by the number of rows of bridging requjred per Steel ,oist Institute specification 5.4 (c). Bracing distance is taken as span length divided by the number of bridging required per Steel Joist Institute specification 5.4 ( q). Bracing distQnc.e is taken as span length divided by the number of bridging spaces. C. The gap between the top chords is taken as the smallest web diameter calculated and along with top chord data is ·used to (?alculate the radius of gyration about the y-y axis, ryy. '!he slenderness ratio is then checked to verify that it is less than 145 and if not a warning is printed This gap is typically l" at all K series angle web joist 7.-MOMENT OF INERTIA VER.JFICATION A The moment of inertia of the chords selected (Labeled I actual in the program) is checked to insure it is larger than the previously calculated required moment of inertia (I required). 8.-WEB DESIGN A The minimum shear (MIN ALLOW SHEAR) to be used in the web analysis is set at 25 per cent of the end reaction per Steel Joist Institute specification 4.4 (b ). B.N/A C. Web designations are W2 for end bar and W for remaining webs with 1, 2, 3, etc., indicating adjacent webs (see typical joist layout). D. Method of Shears is the general design method used in determining web forces. Unifonn loads are resolved into equivalent point loads so that shears at webs may be detennined E. All the webs are designed beginning with web number one and continuing until minimum shear governs. At this point design is di@continued since any remaining webs would be identical. The web angle Used is a "true" angle (see typical joist layout), a neutral axis to neutral axis angle. The true angle is determined by neutral axis of chords and then calculating an in place angle. The required angle size is then calculated by iterating through an angle file until the allowable axial web force is larger then the actual axial web force and the actual slenderness ratio meets the 'requirements of Steel Joist Institute specification 103.3. Actual compressive force is arrived from ·-,. ;I ;-1 ~-' ;1 :f· f '' ;I '1~ I :1· ·1: :J· .. ·1 i'-1 ii t .... ~ :··I '' \.. =Shear at Web. • Cosecant of Web Angle Axis of top chord to axis of bottom chord is the length used (see typicr' . · 0i8t layout) in detennining the slenderpess ration and hence the allowable axial stress .. Jlownble axial force is then found by =Fa *Area * Allowable Overstress 9.-VERnCAL WEB DESIGN The vertical webs (interior verticals) are designed to resist the gravity · :~ads supported by the member plus 1/2 of 1.0 percent of the top chord axial force. ·.1· ~- .... El Pas,::, , Te:w:c1s ··1 I :1· nternat i,::ial Stru,:t1,1ral Pr,:,du,:ts EMBER SIZES: 30KA195/100 J1 RUN ON -11-94-1111 WOOD PRODUCTS INC ANYWHERE USA R13 ' [ASE LENGTH = 52-1 1/2 WORKING LENGTH 0 DEPTH = 30. 000 GRAV I TY LOAD ~ 11 BC INTER PNLS AT 4-0 BC END PANEL F'IRST PANEL = 2-6 3/4 TC END PANEL "" = = = = F'y = 50,000.000 0. 000 30.000 Fb = BENDING LOAD OUTSIDE DEPTH BC = 20 = = ASSUMED roRCE = ASSUMED Err· DEPTH=- 51-'3 1/2 1 ':15. 000 5-0 3-6 2 :), 000. 000 25,997.206 30.000 'I·. AREA= 0.4840 yCxt = 0.5460 Ryy = 1.2192 Rz = 0.3980 TC = 23 AREA= 0.6250 Rx = 0.6210 y = Q.5600 Sl = 0.4303 ACTUAL EF"F' DEPTH= 28.894 CORRECTED LOAD TC= 26,992.323 L/Rx = 38.647 USING L = 24.00 L/Rz = 30.379 USING L = 12.00 F'a = 24,898.3 USING L/R= 38.64 MAX LOAD CF'ILLERS)= 31,434.14 Rz = 0.3950 Ryy = 1.2284 ··.·· .... ···• · ... I .. , : .... Ss = 0.1673 Qs = 0.9521 . GAP BETWEEN CHORD= 1 • 000 -~ (<J.) BC · . = . 27, 154. 295 L/Ryy= 29.304 USING L. = 36.00 WITH F'ILLERS . ·K= 1. 00 F'e• 99,979.70 Cm= 0.00000 MAX.LOAD NO F'ILLER=· 27,454.68 :.I I ·1 ri\_ NO INTERIOR F'ILLERS REQUIRED I ·a. :I ;_·, '.-1 i 1I _ii ;_·,. \::!.J TC (fa/Fa) = 0.86728 USING TC= 23 = 2 X 2 X .163 BC STRESS = 28,051.95784 USING BC= 20 = 2 X 2 X .125 CHORD WT = END PANEL ALLOWABLE END PANEL CHECK = AXIAL LOAD = Fa fb PANEL PT Cm PANEL PT= = = = 15,110.1 F'IRST PANEL CHECK= AXIAL LOAD Fa fb PANEL PT Cm PANEL PT= = = = = 1_4, 823. 2 /2'\JBOTTOM CHORD L/Rz= ~X BRIDGING CHECK ~MENT OF INERTIA= 399.032 CHORD WT/F'T END PANEL CHECK W= 195 F'0RCES REDUCED 10 Y. LEF'T,END LENGTH 9,484.04 AXIAL STRESS fa 12,836.56 F''e 7,522.92 fb MID-PANEL 0.936 fa/F'a = = = = = = MID PANEL= 0.7044 NO F'ILLERS LEF'T END LENGTH 9,125.42 AXIAL STRESS fa 18,859.81 F"'e 7,522.92 fb MID-PANEL 0.952 fa/F'a = MID PANEL=~0.4052 NO F'ILLERS 120.603 TC 0AL/Ryy = = = = 7.654 40.00 7,587.23 35~992.69 2,454.81 0.591 L/R=101.26 20.75 7,300.33 50,902.96 480.33 0.387 L/R= 77.84 505.903 TC= 14.84' BC= 24.38' 456.3 LL 360= 122.7 LL 240= 184.0 \' -fl,- .. ,, 6-8-94 1· ... :1: ~B J:>ES I GN: 30KA195 / 1 (.1(1 J 1 -11-94-1111 WOOD PRODUCTS INC ANYWHg'.RE USA F:l'.:i ·1 :• TC= 23 ·= :2 X 2 X .163 BC= 20 = 2 X ------WEB DESI13N ------·1 NUMBER sz QTY ACTUAL T ALLOW T ACTUAL C ALLmJ C WEL!J 1 W2 RM 1 10,5'35 .21,417 C> 2,177 2:2 2 W3 1C 1 0 9,877 4,535 5,015 2.8 ··1: 3 W4 1 () 1 4,816 6,241 0 1,044 3,0 4 ws 18 1 0 11,968 4,30'3 4,538 2.2 5 W6 10 1 3,802 6,241 0 1,044 2.'1 6 W7 1C 1 0 '3,877 3,295 3,796 2.0 ·1 7 WB 19 1 2,788 6,241 0 1,044 2.0 a W9 18 1 0 8,999 2,281 2,372 2.0 9 WlO 10 1 1,774 6,241 0 1,·044 2.0 : 10 W11 15 1 0 7,908 1, E:>41 2,102 2.0 11· 11 W12 10 1 1,641 6,241 0 1,044 2.0 12 W13 15 1 0 7,908 1,641 2,102 2. 0 I ®-filJ~ ----STANDARD VERTICALS ---- 10 2 B 0 1'2,483 S,049 7,514 3.2 10 1 0 s., 617 812 1,144 2. 0 15 V2 '10 1 0 6,241 524 1,765 2.0 ' . . ii ;,I I. ·I I : .. I· ;_:I <1· : \ , ii :1 L -0- -~ =~ ...... RUN ON 6-9-94 2 X .125 THK ANGLE NAME .325 1" ROD • 113 1 1/2 X 1 1/2 X .113 .109 1 X 1 X .10'3 .137 1 1/2 x·1 1/2 X • 138 • 10'3 1 X 1 X .109 .113 1 1/2 X 1 1/2 X .113 • 10'3 1 X 1 X .109 .125 1 1/4 X 1 1/4 X .125 ,109 1 X 1 X .109 ,109 1 1/4 X 1 1/4 X .109 .109 1 ·x 1 X .• 109 .109 1 1/4 X 1 1/4~.>.: .109 ... ., .. .109 1 X 1 x· ·~:109 'k,.:;;: .027 1 X 1 x·< 109 ·1··::.· .017 1 X 1 X · .109 . --1 . ~- . ,. ~:ESS ANALYSIS: 30f<A1 '35/ 1(11:, J1 I. S. P. / MEX AM, INC ~ ~11-94-1111 WOOD PRODUCTS INC ANY~HERE USA RG BASE LEN(:ffH ·I 52-1 1i2 BC PANLS LE= :.10-TC PANELS LE= FIRST HALF LE= FIRST DIAl'.3 LE= WO.F.:I< I N13 LENGTH 51-'3 1/2 DEF'TH 3(1 5- 3- 1- 6- () 6 () 0 3/4 3/4 11 BC PANELS AT 4-0 END STRUT TILTED SPECIAL 1ST COMP EFF DEPTH 28.894 RE= 5- RE= 3- RE= 1- RE= 6- 0 6 0 (l :I DEPTHS LE= 30.000 CENTERLINE= 30.000 RE= 30. (11)0 UNIFORM TC LOAD= 1'35 UNIFORM BC LOAD= 0 REACTIONS Rl= +5,04'3r69 R2= +5,049.69 MIN SHR= 1,262.42 ------------STRESS ANALYSIS------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L ;J: ·1··: . :._. .. 1 W2 -9,484 0 4,724 10,595 2.242 64.79 TILTED END STRUT ·· ..... ' . ..... V1S 2 W3 3 W4 4 ws . ·.:_~ ... -:-····.· -. ... ., ... ::· . ,, I ·1 ·1, .·1· .I. ' . 5 6 7 8 9 10 11 12 13 v) . 14 '-LI 15 ~ 16 cl 17 .~ 18 \J" 19 20 21 '.?2 W6 W7 WB W9 W10 W11 W12 W13 W13 W12 Wl 1 WlO · W9 we W7 W6 W5 W4 · 23 W3 TILTED END V1S 24 W2 -9,125 -9,125 -14,034 -14,034 -19,217 -19,.217 -23,104 -23,104 -25,696 -25,696 -26,992 -26,992 -26,992 -26,992 -25,696 -25,696 -43,104 -23,104 -19,217 -19;217 -14,034 -14,034 -9,125 STRUT -·3, 484 -·3, 484 SE SQ .END V1 END PNL V2 INTER I OF~ 0 10,957 .10, 957 l~,788 16,788 21,323 21,323 24,562 24,562 26,506 26,506- 27, 154 27,154 , 26,506, 26,506 24,562 24,562 21,323 21,323 16,788 16,788 10,957 10,957 574 4,149 3,705 3,315 2,925 2,535 2,145 .1, 755 1,365 975 585 195, -194 -584 -974 -1, 364 -1,754 -2,144 -2,534 -2., 924 -3,314 -3,705 -4,149 10,957 574 0 -4,724 -----STD VERTICALS -677 . 1. 178 34. 04 -4,535 -1.093 31.58 4,816 1.299 37.56 -4,309 -1.299 37.56 3,802 1.299 37.56 -3,295 -1.299 37.56 2,788 1.299 37.56 -2,281 -1.299 37.56 1,774 1.299 37.56 -1,641 -1.299 37.56 1,641 1.299 37.56 -1,641 -1.299 37.56 -1,641 1.299 37.56 1,641 -1.299 37.56 -1,641 1.299 37.56 1,774 -1.299 -~7.56 -2,281 1.299 37.56 2,788 -1.299 37.56 -3,295 1.299 37.56 3,802 -1.299 37.56 -4,309 1.299 37.56 4,816 -1.299 37.56 -4,535 1.093 31.58 -677 10,595 -1. 178 -2.242 34.04 64.79 5,049 -5,049 1.000 28~89 574 -677 1.178 34.04 390 -390 1.000 28.89 ;f. ;-J ;·1, 25 26 27 MAX MAX TC COMPRESSION= -26,992.28 MAX BC,TENSION= 27,154.26 MAX !NT BC PANEL LENGTH= ;.f ,., INT TC PANEL LENGTH= 24.00 -10- F.:UN ON [-,,-8-94 3/<! 31~~ TL= 10,099.38 PP DISTANCE o-·2 3-6 s-0 :,:·t/"· : 6-0 3/4 ·:~•'.:,,.,-,:-··· -~-8-0 3/4 ->:\~ 10-0 3/4 .. , 12-0 3/4 14-0 3/4' 16-0 3/4 18-0 3/4 20-0 3/4 22-0 3/4 24-0 3/4 26-0 3/4 28-0 3/4 30-0 3/4 32-0 3/4 34-0 3/4 36-0 3/4 38-0 3/4 40-0 3/4 42-0 3/4 44-0 3/4 45-0 3/4 48-7 1/2 47-1 1/2 48.00 I . . . ... ' . ' :1· ' .,., ~, :I I . '.J. ... tt 1·1· ·;· ~·-·· .. ·.· ... .,,. ' . L. :1 :1 ,_ :1 :.I :·1 r..l i:.f .. i._ •• l .. l 1:1 ' ' ~, ~-' ., .. ·.··: •,. ' 30t,:A 1'35/100 J 1 RUN ON E,-8-94 F-11-94-1111 WOOD PRODUCTS INC ANYWHERE USA F.:l'.:i -------CONSOLIDATE LEF'T ~c RIGHT --------MEM TC TEN TC COM BC TEN BC t::OM WEB TEN WEB COM 1 0 -9,484 0 0 10,595 0 2 () -9, 125 10, '357 0 0 -4,535 3 0 -14,034 10, •357 0 4,81E, 0 4 0 -14, 1)34 16,788 0 0 -4, 30'3 5 0 -19,217 16,788 0 3,802 0 6 0 -19,217 21,323 0 0 -3,295 7 0 -23,104 21,323 0 2,788 0 8 0 -23, 104 24,562 0 0 -2,281 '3 0 ~25,696 24,562 0 1,774 0 10 0 -25,696 26,506 0 0 -1,641 11 0 -26,992 26,50E, 0 1,641 0 12 0 -26,992 27,154 0 0 -1,641 13 0 0 0 0 0 -S,049 14 0 0 0 0 0 -677 15 0 0 0 0 0 -390 .. , '{f-·,i(; ~ MAXIMUM UNIF"ORM LOAD: TOP CHORD= 195 ·• .. ( M1Ai-TI PLE A~t...L.Yf-/S . 'Sur-1 MA fl Y )· .,. -11- ·:1-· ' '' 'I ,. ,. ~ ........ 1 ii I • .,J' ~EMBEF.: SIZES: 30KA 195 / 100 J 1 ~~11-94-1111 WOOD PRODUCTS INC Fy BENDING OUTSIDE BC = AREA= LOAD DEPTH 20 0.4840 · TC = 23 = = = 50 , (11)0 • 0(>0 0.000 30.000 0.5460 ANYWHERE USA RG Fb = ASSUMED FORCE = ASSUMED EFF DEPTH= F.:yy = 1.2192 Rz 30,000.000 25,9'32.288 28.894 = 0.3980 = 1.2284 RUN ON AREA= 0.6250 Rx = 0.6210 y = o.seoo ~1 = o.4303 ACTUAL EFF DEPTH= 28.S94 CORRECTED LOAD TC= 26,992.288 Rz = 0.3950 Ryy Ss = 0.1673 Qs GAP BETWEEN CHORD= BC = L/Ryy= 29.304 USING WIT8FILLERS K= F' e= 99,979.70 MAX LOAD NO FILLER= = o. 9521 . 1 • 000----Co &. ) 27,154.260 _ L/R~ = 38.647 USING L = 24.00 L/Rz ~ 30.379 USING L = 12.00 a= 24,898.3 USING. L/R= 38.64 ~,-AX LOAD (FILLERS)= 31,434.14 ~ _ .!Lj:\_ NO INTERIOR F'ILLERS REQUIRED .. L = 36.00 1.00 Cm= 0.00000 27,454.68 -, ~ TC Cfa/Fa) = 0.86728 USING TC= 23 :~ BC STRESS = 28,051. 92173 USING BC= 20 • 1 X 2 X .1r,3 = 2 X 2 X •. 125 CHORD WT = ;_I END PANEL ALLOWABLE END PANEL CHECK = :1 AXIAL LOAD = F'a = I fb PANEL PT .... ... Cm = :1 PANEL PT= 15,110.1 '· FIRST PANEL CHECK = :I AXIAL LOAD = Fa = fb PANEL PT = ·Cm = ·I PANEL PT= 14,823.7 ~TOM CHORD L/Rz= ~~ BF~IDGING CHECK :-1 ~ENT OF INERTIA= " t2) ~~-' ;1 l ' ii t ..... ~:,· ! L. :1 ~, 39':h 032 CHORD WT /F'T END PANEL CHECK W= 195 FORCES REDUCED 10 ¾ = LEFT END LENGTH = 9 1 484.04 AXIAL STRESS fa = 12,836.56 F''e = 7,522.90 fb MID-PANEL = 0.936 fa/F'a = MID PANEL= 0.7044 NO FILLERS LEFT END LENGTH = 9,126.00 AXIAL STRESS fa = 18,859.90 F' e = 7,522.90 fb MID-PANEL = 0.952 fa/F"a = 7.654 40.00 7,587.23 35,992.69 2,454.81 0.591 L/R=101.26 30.75 7,300.80 S0,903.76 480.31 0.387 MID PANEL= 0.4052 NO F"ILLERS ·. L/R= 77.84 120.603 TC OAL/Ryy = 505.'303 TC= 14.84' BC= 24.38' 456.3 LL 360= 122.7 LL 240= 184.0 -, z. - 6-8-'::.!4 ., lJ, l" ,. .•. 'l ,, .,. :I . . . fl\\ ~EB DESIGN: 30KA195/100 J1 :,a \!.) F'-11-94-1111 WOOD PRODUC:TS INC ANYWHERE USA RUN ON 6-8-94 Rl'.:i :1 '..I· :. B:· ·-1. ·, . 'J;;{, ;1 ;1 ;_J I ..... : . '· fl ;,I ; ... , t · = ;'I i. ,.,-r: j I 1_,H .. ... , NUMBER 1 W2 2 W3 3 W4 4 W5 5 W6 6 W7 7 we 8 W9 9 W10 10 w11 .11 W12 12 W13 SZ QTY RM 1 1C 1 10 1 1G 1 10 1 1C 1 10 1 18 1 10 ·1 13 1 10 1 15 1 13 SE . 10 2 B 14 V1 10 1 15 V2 10 1 • TC= 23 = 2 X 2 X .163 BC= 20 = 2 X 2 X .125 ACTUAL T 10,595 0 4,816 0 3,802 0 2,788 0 1,774 0 1,641 0 0 0 0 -----~ WEB DESIGN------ ALLOW TACTUAL C ALLOW C WELD THK ANGLE NAME 21,417 0 2,177 2.2 .325 1".ROD 9,877 4,535 5,015 2.8.1131 6,241 0 1,044 3.0 .109 1 11,968 4,309 4,538 2.2.1371 6,241' 0 1,044 2.4.1091 9,877 3,295 3,796 2.p .113 1 6,241 0 1,044 2.0 .109 1 8,999 2,281 2,372 2.0 .• 125 1 6,241 . 0 1,044 :2.01o'tf109.::,.~ 7,908 1,641 '2,102 2.0}~109'1 6, 241 o 1, 044 2.. c>"' • 1 o9 1 7,908 1,641 . 2,102 ·2.0 .109 1 ----STANDARD VERTICALS---- 12,483 5,049 7,514 3.2 5,617 812 1,144 · 2.0 6,241 524 1,765 2.0 -13- .109 1 X 1 .027 1 X 1 .017 1 X 1 1 1/2 X .113 .109 1 1/2 X • f39· • 109 . 1 1/2 X .113 .. :, .···. I., . ,~ DEPTH ErF DEPTH R[:::: 4 .... :·:·; ~=:,/fa F\E:::: 4 "" ~; ~71./ B t~~ E :·;: (3 ... , ~~I :1. / ~-:~ 1 ............. , ...... , .vf;j· IM·., . . ! ... E=·-= C ;~'. Hf E 1:~ L I h!E :::: F\E:::: ~::o II 000 nuLT:PLE LOADING: :,,-. \- ' () ~ ") .~, .... ; ;'' ·1· 1·1 \7! 1::, (~ ~ ;-,, ... I/.\. , .•. !. .. .I ',.• •··"· · UNIFORM re LOAD= 0 UhlIFOl:~M :i:-;C LD(.:)I):::: . ALL LOA0S SHOWN REDUCED .. -, l:i i :: >')CT I D ;·· i/:; F; :~. ~~ ··-_ .. :~ :::: .:'.. :~: :'.: ~:: ~ ~ '.:: .:., •; .(:. : ' l,!-1, ... ··' \::, :.·,-... B .. 1· :.1 :·1· :·.I .. :I :.'.I :·I : 11 TC F i~-!I 7:'i'7 •:t!, 77:? :to!>?;:·:::) ::. C :, ?~:'::~::: :::\ !!~~42 ~:1 !I :~~ i°J :~: ::;p E,,rn E 1-.iD F'l'•IL. :i: i-..l'/:U:~ I DF~ .· .... _. ... :J. 0 ~I 9,:.JE ... :t !I '?B'./' ~10,948 87 ... 10,498 87 -10,498 1,962 i'': · .. , ·--~~!,:f.(;0 <'::, !' lJ ~=: (.} .... ~c:! :1 OG/.., ft!J ~):to .... !::1 ~I ~:, ~i )' (i .... 3,, ~1r:;::1 ?u '76B l 11 ()00 l n 0()0 I I r•.,-. c:,c,., C).<:: r:: .. ,.,. ., .... \,i ~.)" .l. / MAX BC TENSION= 0.00 MrYX Il'-·.F BC Pr~!HEL U:}::c-n H c: ., "f L. :::: PP DI~)Ts':!hlCE 0-:~: 9 .... ·7 ?.i·B :1.3 .... 7 //~:, :i. ?·-... , -~., / j', / l / h) ~:~ :t .... <) ;:-,,1 ;_5 ·:1.J.? n 19 ;··1·11'li=-1·,1 t .... :·1 :-1· :-1 :·1 :·1 ·1 . . LI ::~I i:.I: :I " : __ I !-,:I ·-- re TE!·-'. ~:_:r;, ?:iot :,!;{}()(":; MULTIPLE ANALYSXS SUMMARY------- TC C:m BC TEN BC COM ~EB TEN WEE COM .. .. ~? :l. !I :t :Jf.., .... ;:~ :i. !r :i. ,·:;. f, ...... 17 !I .'q,,::.'7} .... l.} 7 , /! 1~~1~;1 "" ~;:: :·:·; !{ ~=: ~i? .... :,: J !l :l~; ~'J -.() ' :() " . \) -., '· () 4l) !i l!7::; ii (:_, , ,!i 7 ~-) 0 () () ·" V TOP CHOF![.'1:::: (~ () .... :i.~.::,9l;B -·· :I. G !1 94B .... l(>!1lJ'?B .... :t (:, l!9"~3 .. ,() ·') \,• :? ;;: !' :=.) "? !~,) {; !I /½2lt ~:: !' O~)t..'..> B, BB;.·~ ~:1 :1 ~::, 1. () ;;.~. !i ?'.:?9 (i {\ \,·· ""~:!!I :I. 00 ·-:2:::. !, 4ll .l .. -t·; !' as;:: --~:: !l 006 -· ~;~ l:;. =' 8 :.::~ t.} .... ~--: := ~,·?? -·:I.:·::= !I a~) ~:i ,) 0 •. ,. ·1 ii In te:· l":: ,,t t:i. Dal f; 'l. ;,·uc: tu;•·;;, 1 ?r"Ddu c: ts : . MEMBER SIZES: 20G3N8.3K G4 DhIL Y IJ\llJL!BTR.i:tiL f"I : : ~:· ... ,.. , I !:,O !I (}01~ fl 000 O:rOOO \/ t' •~ i} :::: 0 II 6':/'li,() I \ • ' 0 II 77~:~() ACTUAL EFF DEP=H = • I ... ( ·f ~:..1 Fa) Fb i:::E:E:UMED FORCE ASSUMED EFF tErTH= T.'•l" .Oi..· 30,000.000 ..... (),,l~~./~)0 , 1. (;00 L../F:yy::· 6-t,"DUl 1 .. :~:::I\· .. f! L :::: 9(:.,,,00 t/:;: TH FI LL.ERB J:: ·:: l .. 00 F ·~= 38,628.G9 Cm~ 0 .. 00000 1:·JhX L.Df1J) hiG F :t L.l...EF' ::: 3::·~ !i '.7':?l~. ";~9 -:;'[l\i \•JE: ... D L.i::J-..J :{?X .... C:ull::::·7 I "/'!"', I ~-:{C 26,865.02266 LISI~; BC~ 2A -2 1/2 ~---"'.': •J ·' ... ., '\l r, J,. .: • .t .t: .. ·\ ·! (:\··:,l n ,I.\,.• .r · 1 '''·"·11:,r . IT • ~.,•f 't,• \ .\' \} / 360.397 CHORD WT/FT t. LEFT El\!D ~-~1 !I :J. l.~6 :1 ,~,q } i:: !' '~ (,;r. <~1 11 :I. .~~ 0:,00 :;;::;. !' j_t.)? uOO :i.r:;, :34:t ,. l 9 LE:·-.JGTH ··f -£~ •. / F ;:ri i...,lD FILLERS F ··c· 0,, (:<) ·ft) i·fID-·Pf~·,hiEL 0,:000 -f::1/F~:1 J:·1 ID Pr~l··.JEL.::::. 0., ~j~/ ;:! ~.:! i:· I L.i...El:(s .... 'RIGHT l::J,!D LEl+.:TH F, (-:~ OuOO NID ;.:·tsl\l[L:::: ;·,·r··,·, .. ,,. ..... ;.: :· J, '\ i.:) i L ·. f1X I ti}_ F'M•.IEI... CH;·: Cl( ... L.El\lC 7 l·: 0.7312 ~m FILLERS !7f ·1)l''1"'"f'•",lr' c·1 .. 1'1''1'~'''l ! /1::, -, "" 0J",'.'·-' .li ,, .l,·, ,~ .• , •1,. ~· . .:it.. J ·-·if ...• __ l \.,\. !-/ .·,.-. ... --...... ~----;;·1r:~1x }{RI:OGl!·-.Jt:1 ;,;:·ii::."L.:t< ·-re=:= 20" :·:;:·5 ·· TG Gt::,L../f~y;t BC::=::: ;::a II ~:1 :t ·· MOMENT OF INERTIA= 344.7 ;'In:: ;·E1,1~;:ro1\1 E;r:::.-:·i:is ==, l!:,!3En'.i:,::. Pr rnMPPFSS!O~ CENTtR L ./ ;;_~ :::: :i. :::! t: ·.i' 9 )' ' ,•"! .I :"'1 •,..'1'1 r1 .I, 7-• ,J,.GO !•"'I •I •"1 ( i,)n .I 1·i 0. 00 lO :c ~:_:177 II s>::; ~~~ !~1 !l ~:; 6 B II .i. ~:, {) II 00 -, :·1 ~~'.:::; i ;'!!"lh :·1 :1 ~, ;.1 ti ;·1· :·1 :.I :., '. :1 ;_I ;::I :.I !.I ;_:_:. ·':I-r._ t·: t-:1 I. L ,r, ~C BRDG DI~T = 18-7 1::-..... , -..1/ ~-· BRDG BC 1/ryy of 200 = 23.76 l;ry; BC COMP CHECK i·· :1 ,:1 .... , ., '.:iE ~~ u :i. f''r )11"1 ii 7 ',1,f. :I :I .1 :I :I :I fl ' . :·1 ,. :·1 L: :1 ~-J ·1 11"'-· l L,,·- :1. (_; . :I. 10 t .?:2 !i ~-.?9 (::. :, .:'.J':ZL-~ ~:t, 61.0 ::::4 !I }'?9 0 1/2 X • l87 .... .... •.. .... ... .. v.1 EB DE 13 :u:n,1 ... -· ............ . ALLOW TACTUAL C ALLOW C WELD ,-~~ ::; !i :~; :~·~ 9 :Zb:1 Si06 l 7 :, 9~78 7 !IO'?() 7 !i ()f}(j !:=,~:i.00 ~::a !I illl l 8!,E:8;:: ~:~ !1 ('. () (., ~~: 4 !i H.:.:;.:i !:: !::,--·1 .. '} ,,1 !1 \,!";/ ·' ?!,0?4 ~:·> :I. :1 ,]::~ !:, 9 !I .s:39 :I. l .. 1 .. 1J8 1 l/2 X 1 1/2 X .. 187 2 l/2 X 2 1/2 X 'Ii::_: 11 ,J,\.1\-:1 •f ., ... ., \.' J, / .t:. /\ 7.9 .110 1 1/4 X 1 :l./4 X .125 2.0 .031 ; X 1 X .125 2.0 .031 1 X l X .125 DAILY INDUSTRIAL I Dt1f:'.E i ... :::J,l(ff'!-1 !.i!CfRl<IhlG I...E:·,-!UTH 39., .. 11. ··1 ···(·' , .. ,,.,,· ,., l '"' t, .,. "i--W!! .. .-:, .,j;;,',: . re PANELS LE= :1FIF~i:;T Ht:1I...F LE:::: FI!:;:ST Dir7:,G LE:::: ·" :;9 .... 7 ,3 .... ::, l ~=: .... J. :i. 7 .. -l :t :!./;? :I./? I us II?" I DEPTH:: LE::,, :,e:" ,::ice: CEhlTEF~L.INE=::: :.:l0.000 l'jlUl .. TI r:·:~.E L.Dt1I'1 I J-..iG ~ LOirn ? DOTH DF:GS · I u1\1:i:Fu1:_r,: TC LOhD=::= o UNIFORM BC LOAD= 0 __ .. __________ STRESS ANA~YSIS ?:: ,., I 6 )' I , .. , 7 ,. , .i.'-' l :::i. ·J , ... ... . ~:. :I.~:! i''li:::l0I lii:.:: l ,-., 1,, ... ) ,, . \l_i.- bJ::: ,,,. 1./.-: Ti.: F "" ::•) ~;: ~. {~I c~ t.:~ • .... ~.J ~·:: ;: -:::r 6 r; ... [!tj :• 5t.,? ""::,(;:I. !I :.:'i?~~ :ec F .(i 6? ~' :i.3l¼ 6:7 !l 1:34 l 1J j_ !l ~~I,;~;: :1. 0.1 :1 ~-:1s:-~.;, lOl:1~}9~.t l,7:,l~Jlt <::,7 !i :l34 " ·-l.,,i .:.~o, 2(=(:i .to, itio ;_,:) !i 1 (!() 0 (i ... ,10!, :1.00 :·:;B!1 r:i10 .... ~:!9 !l? ,-~ f:~ :l.9!,9:?i.} -:L 9 f, ~:-:::·,1 -~~ l :z , L! B·::;i l 1:? !l 1??li .... ::;,;-!I Sii.1E ~3B :: ,~. :i. O EfF DEPT; .. 1 I'\{'' •! .. 'l" .. 'I' -~~ C) II .I. .,:\ ~) RE:== :;-... :!. l 3 .. -:J. l /..~-() ?·-1 l F:f::.::. ~;o. 000 csc :I." Ci() :I. -·:L "97'? :I." 9··l'? ·I /"t'",•":t ..... I."?'/ / :!. 11 97'."/ :!. .. 9:'..'.''7 ·-:l ti S'1?0? .... :f. r,9i)j_ J. n ():j() ldED I.. I'!. 1: ,(. ':" ... 1-.,l11\.,J,.) r.:1:: .1 ":1 -.,I ~,I 1t t:i ,.J 1"1:: 1·-:1 ,.1,.1,,0,.:i !5 ~I 11 ("£\3 ~) ~:, u 6 ::; !):J ti lf l.,i ·'"; {") -f ·~'l .~. CJ n .I. \J :· '~:; ·! ",'f ~--\,., u .,. , .. , MAX INT DC PANEL LENG~H = :.I :·1 ;·1 ·., :l/2 -f ,: ,-: .I./.!':. (.:· ... 2 :·~ ···:!. 1 :1../.2 ?· .. :I.:!. :1./2 :i.:i ··:i.l :,./2 ::. ·:., "J.1 l'.',: ·:i. :l 2~:, ... :1. 3. 2?-U. ·::··1..,,100 :!./'.? 1./~'.~ :I./? •l -~ l": .t / .(,. j ll'\ .,/ .,:. I 1 :-,- ' STRESS AN~I...YSIS: 30G~JlO.:~ G6 B(.:1EE ; ... El\iG'! H l1JOF(i<I!\IG L.::::i.::::iTH 39-11 39-7 I,, s,.? H !:".:Uhl i_::J--.. 1 DEPTH EFF DEtTH · F'(.:,i··-.IELE F~E:::: . :3 .... :1.1 :I./~:~ ! I TC Pi\ls.:E! .. S !...E:::: . FIRST HALF LE= · FIRST DIAG LE= 4 .... r)· 7 .... ;1, 1 :L/;·~ :_I DEPTH;;; u> :-:;o. oo,::, t.: . ~; ... j_ :l. 7·-:i.:I. CE~ITERLir,.E= 30.000 F:E:::: ::ro ,1 000 •I ,11·: .,. / .::. ii i'JGIST LB co~~ LOAD AT DIAGONAL TC l'ANEL F'TS . LOAD@ BOTH BRGS ! I j::,DDITICfr..lt,I... CHOFG; I..Dht)\:; 1:1R;::. (i,DDED i1G DOTH COl0lPF:EBi:lICH\i /::;).() ':'EJ.J;3IDl--i t1DDIT:i:Dhlt-1L. Cl·'IOi:.:I:1 I ... Oi\:OS ,;;F;;E Cll\iL.Y t-,D·D[D TO SUl'lMP;ff'( ... Men '.:n ?Ei:l'.:1 M--.11:,L. {:::::rn j I i\DDITIDt·,ihi... TOF' C. '.--]OkD L.Dt,J) 7200 : .. UNIFURN TC LOAD= 0 UNIFDRN BC LOAD= 0 f'.,11...: ... l..,.:,Pd.;S E/1 .. :Dl•.fr,l F:E:OUCED BY ?:.':,:',; . :ld::.J'"h, j .: • .,l)\li.} 11 .. ,, ... .,._f''"''''('''·"'' F~ :! :.:; + :I. :! !£ :~ (::. ~;;: " !:.:, 0 i:;: ~::·: :::: + l l !l :·:~ f::, 2 " ~:_:! () !','f I 1·-.. 1 ~::; I ·I f-\! :::: .'::'. !I D .:.~ (I If ,:'~, :) ' I i--iO tl:.::l'I ------------·' STRESS ANALYSIS----------··-- BC F 0 !'•("•{\ \ ... .;,)\ .. 1 /"'"' .,. u i 1,,l,I, TC F ---:1.t.l, 70:l. .... :1_.q~ ?0:1. ,:)O :,2.i.O '-1~:,!17:t<? {~. ~::1 , i' :I. 9 i.~ ~:, !I·:::-' :t s:: ll, ~:.:, jl } :l f) ::::so !I ~::·:to ~)() !I ~::~ l 0 f:::Hfi~:t(· ·? !i 09() (_;:-:, 0~)0 4 !I ~:1 r:1 ~:I 1·~1 !I ~:i l.) ~,:I ..... :I. '.? :l 9 ?/:.i .... :r,,, 9:::'} 1 /J .. , .... , ••II:>// ,,. \•• I "V ~:j ~I 11 {~~ ~) 1·: c: / ':,' ,.! ,.1" C),.J ~:':,·"·:I. l 1/2 7 ... :i.:i. :i./'..:: 1·1·1 t"•:" ... I, ;:~ , ... ,.: l ~:~ \; .! ··1 i': , __ 1:.,1 :'··1 '. :_.J 1{1 ... :.:.. ,:--1 ' h_,._~ •I ";1 !!'1 .,.,.) 1'1"1.{: .... f.f~.\,. 7':l.':t ···:l.1t, 71):i. .... :J.l.i, .?=J:l !::;o El\lfi EhlD Pt,.li... I i·-ri EJ;: :rem 0 {) ,, .. lf :1 '!::;/;. ~:_:, .... E!, ~ia1:l sf:; I •J '"1 ,5 !IC) .I./ !71, 6:!.? .. ,.D !I ~?-BB .... l,. :-?l? :l. u '1.?7 .... :1. ,.9?? :i. .?TJ'. ,:· 1: ..... _., ~·, .. III ,:;:, 1,,) !:_:,~\,,63 :I.:!. ·"·l :I. 1 '.:i--·l :I. :1. s····· :t :I. •I .''i s. i J .. •t / I:) ., .. , .c.. ·: ,,._., ., . .I J .. .... i~l !I ~::1.-:',} ~.:, B !I 9B-f:: .... :I. ,1 9·7·_7 ~.~ !~1 ti t,:3 ?~:I .... :I. :1. l / :2 -9~0~0 -17,?76 :1..977 55.63 31-:1.:1. 1/2 -9,090 :1.7,284 -1.90:1. 53.~9 35-:l.1 :1./2 -----SrD VERTICALS :I. ,, 00() 2D Ir :I.::; 0 0 lu0{)0 £':B,,l3 0 :I. "000 ~::B ll l :3 MAX BC TENSIDN= 45\719.79 MAX I\IT BC PA~~L LENGTH= 96,,00 I.S.P. / MEXAM~ I~~ RUN JN 2-23-96 Di~1I!. Y ].j·-.. mu:3Tl~I{:iL I BtiSE LEi--li:.i'fH 3SL,. ":'/ DEPTH EFF DEPTH "7 ... •I .i l .I. .I. . )r· , .. · 1-,· .. , . _.,, ..... · 1 x· ~·,··1·· ,.,, LE:::: ::;o" ()O(> CEl--!TEF:, ... I \IE:::: ~:,o" ooo 30 ft(:()() MULTIPLE LOADING: , LJ)t:J) i:1 DOTH BRGS · I u:·-.;:::r::i:-::tl "i'C ; .. oPJn,,,, ·j~:j;__: ... L.C'il:-)DB 0 J·1,r;.M\..-; .•,t .. 1t'·P • , ... , , ...... ,-•• ,. ·:· ,~ l ,,-. SHOWN REDUCED BY 25~ Rl= -q,ta7.50 R2= -------------STRESS n 1r,.-. ~"r. -•i,1 !I {:iC~/ n ~.)I.J '! 1-, 'I r,r, .. !I .l' .... CH:) ' . :_ ·1 :l. ,., .r:. I .,., ,I .I. :f ;~ .-_, ·1 L~ .: f _I ;--·1 i ' ' ~-,-, ,._ f· l·•l"''h·I !'!::;.n iL-l" BC f" i':1"-11',L Y\Hf:; GHEf:1!~ i_.;i:? I r. t ,-, i:;.!il,),;":.;:" .. :, c':i !• 0[,i1 1 t";, (::6~:: :l. ~:.-!I l:,6.~:: lB 5 B6l •Ir': !'\.t •I ,f,C-;f-C!f.).l. l !5;: 6)6~~ l ~;! :I 6fS:;:: (.:'106,~- .~ ,t\ ·' _,, C:• ~I \/0"•! ~:;::: f3G 1;:.;·.lfJ \..1:. !:J··~ffi PJ,~L V? IhlTE~(IDR 0 .... l:t~;46~) .... 1 :,: !i lf6~) ·<1.8 :, B6:!. ····l8!,861 -··18!1861 -t t•: I": l •! .... .l.\;;: !i OCi.L .... 1;:: :1 t.i(;):;:\ ···1.2!t ~-6~) .... () -:), ?~JO ... :3!17~=.=,o _.,:t !i8'7!5 ·:i !(B7;=.:1 ,-() ... o •! I'": .... .,, J. !lo/ 1-, :I.:, :;57t.i ::;.!, 749 ::; :, 74~:l -----STD ~~RTICALS 0 0 TC ~:::DMPHESSICI\J:::: 0 ,1 00 fili:~,X- Il-.if TC Pf:1l\!EL. !...EhiCnH .... l¼f .. 00 i''!f'.:1>'. l!JEB F CGC 7 :,lilt, .. -:·5!, 70!3 ::~, :?OB .... ~~,3l7 1..?J:I. ---:I.. 9T7 --·:I.. 9)7 :i.u97? ... ,11197? l ,,9'?? ·I f"'•'".'"'' ••-,!. 11 7/ / / ... ,_l.~ !I {. ~::: '}' :t 11 () ~) () ;~ s ., :!. ~:·; i:) :t,, ooo ;?e :i.3 0 1.000 ?8 .. 13 BC TEh~ION= C,00 :n-. .rr I<C Pt-d'-iEL. L.El.__lGTH :::: l/? TL:·:· .... 9 !I ~;?~1 ll ()() 0·-~., ?-· u. •l _,,.., .L..1 .L . ·:.:·--·:!.:I. :!./;.~ 1 .: .... :I. :I. 1/2 l !'i "J. :I. E .. ·1J 2~:;,., j_ j_ 2-,;-.... 1 :I. "; ., ,.., .L l t:. 1/2 1./2 ''? !.' of •J •I l •·~ ._;, ,: .... ;. J. .L / .-::. . ·--............ . I I :::t::G:.i·-i'.i.G:.:Ll:: G:::·~ y· ••• •,• • " ., •• , ••• III'"• .• ,., .• ••• "• j ~.1!:: .L ;_ )' .: .. : \!,Li\,. i::• i 'l; J. :··;! ·- · 1 i1:r:r,; ·····-···· · ······· MULTIPLE M·-i;'.~sl ... (13IS SU~!Mf'.\F1Y ·.1 ... ~-~ --~-: ~, :.· ·1,? ,i. '·-·· ; ., ., • f •• • I ::;_: • •1 ..... ' .1.,:, :·I :·1 I ;_I .. 1 :I i.-1 ;I L.. ~-, !:, ··1 :·· l_. 1-:1 ::I TC TEJ\i TC CON BC TEi·-! BC COl'1 t.-:i O t:, t¾ --~:·;. ;;: , 6 6 S' (,, O,;;)tt ·--:.:;:? !, 6(,9 l !7t!, ,:::,f.)2 ··-Bi!J ,~567 :L ~~I !I 66~;: .... Bti !' 3<::.7 :t8!'C.~<'::,l ···101 !£ !::19~i :i. g:i 8(·:.:i. t ~:i !t \·::.<;:i:::: j_ 5 !• <:.16;.:: (;:· :1 06L} 6!106li r, ._, 0 .... lG1, ~7,99 -··f:.!4 !I ~:';6? -·B4 i! :;t:;'7 .... 3~·::,!l 66~=} .... 321, <':.,6)9 (l 0 LOi~D:; 6} !I :1.:::~{l, f_:,/ (I :t:Jl.} :l Cl !I !)~;:9 :lOl!?~,9~i 10:1. !I !':,99 t~ 7 !f :i. ~)1::!, 67, :I. :.:5•1 0 _, ... \l 0 TDP CHOm_i::: 0 r, V .. ;.1.~?, 4c.1::~ .... l 2; t.) C:s~~~ ... J.B,!,S6:t -··:J.H!1E6:t ---::.:~!• t}6l -·lB!,f:-61 -:l :2 !i l!-6:~; .... :1,;:': !I l.J6~> , .. -·tJ l\ \l () l_;JEl:: TEH ::;,~; !{ 4:t 0 7 fl .-~J.11:, :1. s> :, ~;~71..! ~~ t' ?OB l ~;·;, t,i8~) 1 :c: !l l¾B~1 ::i!I ?()B '!.9:i??lt ',? :, i:i1 <!:, -·"\ ,,, 0 -N :.-!' 130 -~::·/, 9ttB -··'3 !l 70f:l --:!. ::·· !' 9?1.f .. ,·:?!,33.? ~· l :::• !I 97 i:1 -<;:;!! 708 .... :::,? ;1 9l-}H -.... :·!-=, i:30 --:z 1.:,!,2!:=(o 0 0 ·1 ;:.J. F'i:\·:;;o !7,0!1 1:)1:)0nOO(; Fh 0.000 ASSUMED FORCE T('!.·:~r.\t::-. .... :·:JO !I 00(;,, 000 .... :LO :L ;, ~,~;··,_;.: ,, ~54 ~. 30.000 ASSUMED EFF DEPTH= 0.8650 Ryy -1.6471 Rz /"•'I .;::i.1. luO/·'f..10 F'"' ~=: u <-; !71 !::1 <:, ·s s-=.. :~: :;3 :i l :·::. :·) G t:-i P ',, • I... 'I\ t'J1 t: ,,I i;;. J.> 1.,J,, !'i t/ _, '"' 1 ,.) .l, , \.I :'/ 7 ,I \_I(.,/ ~.( \>'•I'\ 1.1\.,. BETl;..iEEH CHDF:D=: 1 .. 0000 :1.uOOO · 1 ··,,-·11·,•·,•··1·,··rr-r, 1 ····j·' , . ._ l""('··· ·[ f ., Lor,,·: t: 'I,: 1 i .. ,/t~:l: ::: '-1i~ia!:_:t2<';; USJi\JG L. ::= :.~H110(; L/Ryy= 51.925 USING L = 96 .. 00 i .. /F::,: •= :54 .. f:lB~; us:n,IG I.. ::• .?4.00 t1JITH FJLLEl~\; II ... \ .... F'e= 75,319 .. 28 1,-·,,, ::: ~~·> !I 0°17,. 6 :J~;JHG L./;~:::: '.H .. 9? · HA/ LOAD (FILLERS)= 111,239 .. 73 ~ILLER P~NELS REQD = 2 MAX LOAD NO FILLER= MIN WELD LEN 2X - j_ .,00 Cm:::: 0,, 00000 s~·?:,C;,~t3"'o~, 0 "7:C:~9 I ~ ... '':t,.ll'',.l..1 l/i1 I I , ... ,,, . .,.,,, ,.,.. ' ' ··:·1,,i) .•:•(;d-,1r.~· f"'i-11::·1,··;{ I r.. ·•· I . n-,1:.1_ , •........ . ;:"'1X :;. tiL. L Of::,i) •···. ~ • : • <.,of, TC:::: :::-F ::::· :3 _, ... , .. y ~)/ :::: ~\ l ,120.665 CHORD WT/FT Ek.,.i F'i':1!--.IEL c;-[EC!< vJ::: () L.EF';" Et,m LEhlGTH ., ;1··, j, ·' .~:. JJ,669,.81 AXIAL STRESS f~ •) .. 00 ·fb ;,1:;:D····?l1hiEL V ·:t 1 ,._, ,,1\ II \o,IJ, ,(., · ... ~J 11 ~710 ? \I J. ::;::} tl l L1 8::), [;:~:::) r. 5:t () 11 00 !""'.I:6 Pi:ihlEJ...:::: \iO FIU ... Ef:'.3 i.../F~:::: · 1 :::·~,;,·, P1::1-,1r.~·I rF·1~·(··11 l,o,J •, ... • • ll •:L:N -HO'o J 0,0 o•'• 0 r t1>-~Ii\1!... LDf-:ID . r• !".,:'\ i::.:GHT l::J.ID ·_·:: .~:: !' 6 \:~ ~i ,. 8 l :::· :L :, 6{~J,, o~;~ (). ()() '. ... EHGTH f1>'.ItiL ~;T1:~rf;r -/-:,1 F '1,1 ·f::i./r--::: · ... , BClTTCil"J CHOHD L/F:.;: ::: :l. 6?., 9Bf:l TC Ut1l .... 1F~/:l ;· Mt1X Br~J})GI$\IG CHE;.::1< TC::-.: :{::b,.19' J::-!C:::· .::52119,1,, ·. -NOJriEf\iT DJ= J hiEH.T I f~1;::: :I., ~:=,9~~" l. LL ::~.~\O== 9 !.~l(? u 0 ·-1 ~ · · .. -r>::·1-:. c·rn\i <::;T':·,1:·{~f:· _ ..-? • ·1 ,:) 1 rJ , r c , r:.,,1 ... , ., .. 1, , ... ,,1 ... ,.. .... ... ···1, .1. .,. , ..... ,. c, ~, BC COMPRES3ION C[NTER BC COMPRESSION ACTUAL= :··11-1 '•V v:,c .,., .. ,I")···, , .. '!"/""' ,,,.,. ·"i 1 •·• • • f .. l .r, X.1 .C1 ;-1,-• tJ J.) .i. ,:) ! ::::. .::. -:.) ·· · t,,_ ~~---rlt1X BRDG !7![: J./1:-y;..-O"f' ;:oo .. ia:, 86:1. .. ::.~o :i /li FOR 1/ryy BC COMP ··1 .. , L . . ·1 ~. :. ___ I ::·/ !I l .".:~)" l 4 B ~·:; t: 3 :.~ ::.~ I, ~-=I J. 0 II 0() L/R:::: C~JECK • • I l ~.IEI:·: DEi,IDl·· .. ir. ~5·:)G;'.'il··.i:l.0 .. 11< G,:) · DAILY INDUSTRIAL m.H-,i CH·.J TC= 3F -3 112 X 3 1/2 X .3~4 BC= 37 -3 X 3 X .312 ..... -... .......... l•.tEB DE':3 IGJ-..1 ............ _,_ .. .. ,. I' .,., y·,r:·,-, : I:· \ .. 1,·, .. :11.:.,1• t)i. lHY f.1CT;.){\L T l'il...L.Gb,i "f :~iCTU{':I.. C i;LL.Dl•,I G l.\!EI...I) J. (;J:;~ 2( 7,130 27,627 13.3 · \•JEI: liVi'. 2C 2 B 7,416 61~509 39~948 W3 -FULL THICKNESS WELD REQ'D 25 1 19,974 21j664 3,708 23 2 B 3,708 37,875 19,974 :.1 :: :'.:::: 7 l;,J~, 2-3 ;:: B :1.;~!148::) :;. ;? !1 l½ 8 ~:3 ::~, 708 :i ,1 !I !J \~ !:: :1 ,·1 !' bi:,!',t :J?:1B"?!:, ~·::1, 6f,t.{ 6l !, ~)09 I B 11 •• 14 ::• '", .',-. i, ~ ;:::· •. 9 i1J::; .c.t, 2 F: ll"'i W-~) l~IEH -F~LL THICKNESS WELn ,.,, .. , V•.i.,:. -FULL THICKNESS WELD ... , .. ,, .. ,,. .. ~::, !I .. · l)f,;; :5 9 !i ··:·? l¼ B ·Jr'\ -,,"t ,, •• t:.. II I .C. ,;·:t !I :•:}0() :I. 4 11 l} :l~::., 79 , .. r.r. ..... .:i fl {.,,,.,~; ?:!. :,02:l. ::;!f ?~·)!) ::·, !I ::;i~:) ~s 2-1 !, o~::J !:1, 408 i'~.:l: !, 300 7u2 r~ .. _., ,::1,,,,) 6.8 611f:. Ll ... d •. .) . ..• , ... / ".!:: .i.4 .. f.; ·1 ----STANDA~D VERTICALS : I;~~; 0~~: :I ;·1 I :.I : .. I LI f·' L.,I ;~-I r.1 !·. ~-.-1 ~~~I 0 :::~:;; !I 1:$ ~.:i::. ::.:-i !f 90E~ ?!l(j'."()[ .. 187 2 1/2 .X 2 1/2 X .. 212 .. 187 2 X -X .1b.' .ll2 2 X 2 X .163 • 187 2 X 2 X .187 .1C7 2 1/2 X 2 1/2 X ::212 ., 1-i--~· ''i \.' .,., II.:. C.• l .~:. ."', .( .. .143 2 X 2 X .143 I') •~ ",i II ,!,, .~, .~ •• l')•I •'"! :: ,: •• I •• ~:. .068 1 1/4 X ~ 1/q X .109 .068 1 1/4 X \ 1/4 X .109 . t • ,. ~ ..t • ... )o• • . ·-v~lL¥ INDUSTRIAL , Ir,-·. ,·u·-' , .... ,,.,.,.,' l·f'"•!'', I' 0• 1-1··-' 1·-1 JI"'"("! I x:,/:i:)k:. ,_,;:;.i'-11.:1 I r'I 1,U,\ ',,J. '-l:i !.. :. \1\J, ,-· :i. 9.... ~:, •:7 ·' ll ,.).I I; LE= ~-2 7/8 2 SPECIAL . 1 ·}·1...: 1.:itiJ°':EL.~3 LE::: ::; .... ? ?./G ; F :;: F·:~:·:·~· l·t(~L.F L.[:.:: o .... ·7 ~:·;/~J ' FIRST DIAG LE= 3-10 1/~ DEPTH 20 ::1 P1·::F'THf; LE> ~!()II()()() CE~ITERI...INE= 20.000 l'li.:i_T:::F'i. .. E I..Dt1DI!'--IGn I• '"":-'! n r, rrn-rJ,! r-i1-,r.;q 1 ., ... ,.11. .......... l -I ... \\ .. ,. ! -U!-.fIF"Gt:::Jrf TC L Dr~Jj_;:::: 0 REACTIONS Rl= +16,251.60 R?:::: •f; .I. ~l~: :1 2lf f:! I, i40 s·r :::~i~:~3s ::·~1\i,~1;,.. ·r'::; If) r ll--.;U r:i:~-1"'1 ... :;~;~; .... ;:;:· ................... ;;;~·; F :l t1_i? ·-• ~:':~ ~·:~ !I {t ~·:; !::\ -_, .::: ~:) Ll- !:: I ,., : 6 '· 1 D t·~ :r :·1 ::1 ;-I ;-., ti \_, ;_·, l. ,·1 --~:2, i:i~1 !:, ·---~>~:!, z~;:io ··-:\:~~; ~:-!?0 :;;Gi f]-..!:0 ;~: ;-.u; ? 1'-.li: .. () :~;7 !i lf 1. 7' :·:,7 ;i L):f."? :;. ::. !I ~::1 :::_; 'I. t :!. ; !50:i. ., , ... ,,..l .{:. !I tJ!'l/. ···· -~·· !! ll-?H () 0 ;:::::, :1 ::·;<.~·o -1. :;:: !I ::·}60 l :l. !l :l 7:·:; -·· :t l !i :t. ?~) ·---~::z;!,af.:19 :i. {1 !I ~:~ ~.i2 0 () EFF DEPTH RE:::: ,:.} .... F: ~:)/B F:E:::· ::"--1:1. :1./2 f<E:::: •:1 •! ,-t-:I 'l,.I II J. \°'.)~__\ .... ~~,, 2C? :l II 01)0 :t 110<:lO ~:: ::) # :i. ::; ;:',?" f.,,'.J PP DIS-: i,!-.;CE 0---;~ "'" ., , .. / .... J.i\_i :I. l .. ··lO GE: I ::S If pH :_Er-.lGTH DE?'f'H :f. 9 .... ~I ~=-/i1 :--.,r,, · , .. ,,.. '' ,... l !- .C1L· f'l"il'll..,;:;. ._.::.:::: TC Pl=d-.!EL.S LE= · 11· ... ,.,.,, ...... 'l'I ... LI" ".d\;:, i 1-1-1 .... l· :;,::: · FlRSl' DIAG LE= () .... ? ~)./E; ~; .... :1,0 t/4 : I.OET'THi.; . U>· ;;:.:; ,, 000 · MULTIPLE LOADING: GPECI,~,L 1 t~ ..... ,. , .. , J .. :E~-iTERL I J·-.!E=: ~::O "(:(.::0 / i1!EXi~M :, Ii\lC t"z1r1 I "'\11 i·,Ui'-l Ul\i ., :""', .... ,.:.,•• .I. c:," I\,.;.· RE~=· RE::: RE:::: ::-; .... -~·:~ "'l /B l} .... B ~:,./B 7, .. ,1.1 :1./2 ;:1 . ' ;JOIS'f GIRliEJ:~ DEGIGhi:; ' ;':,700 1..x:: COl'-.!C : ... ;.J'J!) f.:,T :OIAGDr,.!t,L TC Pf.:i:',iEL. PTS l...UP,D @ DDTH Bl:;(;;:: I' y, I' ., ... r .,. , ... ," 1 ('•! l''l""'" I ("·, "'"· ,. , ... ,.. • "'')''"" ,r, ....... , • , .. [' • ,, .. , .. 1:··r,r, .,. ~ > j • • ''(' '"''"I •r• .,. [ 1 1 , .. ui.) ,. i J. u -..1,.~u... ...r Lr1 • .t.1 , ... ..ii .. 1.\n:, f .. tr•; ::. J-).:.J.t s::.1; ht• .i;!,U: r! \.; ..ir·:r·'J·{s::.bi:.•-.i. i.JJ\ i .. JJ\1 . .-' l t:. ·--i,:;..J . ..l(··-1 ADDirIDNAL CHORD LOADS ARE 01'-.LY ADLED 10 3U~MArY -NOT STRESS ANALYSIS ·,:~1Df1J":"IG~·l1~,L TOP LHDFrn· L.Ui1D 7;~:'.;0 JNIFOr~ TC LOAD= 0 UNIFORM BC LOAD= 0 Al.L. Ut\D/:: ':::HOl=Jhl F.::::I)UCE.O BY '.?;:,!'·:. I ~'._:: •:v ..... ti .,'.", . 6 ~l,J ,.!') w·-. :.:,·.i iN.~ .. ;.;~I:::: ·i· :? !L ~'!. l ~;:: j::~~ F::? ::: -------------STRESS ···l0!,:l8!:.~ ··:J.,;>!, :I.C'.:', .... 1 {j, !.~1:10 .,_ t ::J !I ~::I :3 () I I ,•,t• "(.• ll \:)'. ,' !wl -~::, !I (::1 !.~ ~) +~1,!:!1:ll .. ?B r, 1,11~, L. Y ;:S ;:-S :t :t !! l.,~~ ~5 "" ~.:, !I ::,:, (::, .~:~ ~I; (;2}' ~:: •' ,, .... ···., -'··' :1 \,}. : ... · UM :L :::) !i :;·· a:':: J. -----STD VERTICAL.~ "'\ I'\_,. I • ·I ;:_! ;·; ~- \. •,;.,. 9 ~./~·:·~ Ef-.. ;r_; P;-.lL I t,.; -~ :::: ;:( I D F~ 0 0 TC CGMPRESSIOh~ -19,930.~2 : _I ··1 /. s.~. ii L __ ~-1 ,-. L~ ,-,.1 r ·~·: ~.; ' L:._· ;_~I .... :1 .. o?,1 H••?,,207 :I,,.()(.;() 2() .. j_~) ~7,9 "f.:al¼ i~i l 11 ~:)t.:, :!.Hu?3 L.El-.!GTH .... O·--· 2 ":' l"t .. ,\ I!'~ ,.:i-· .,:. / .,-,;::, ~)""J.0 ;,/1½ 7 -· :I. (. ;, / ·; :!. J. ·· .. :LC .1 • ..: • :tt.-.. l, ?./· --, ,., 1 20G:sr-.J9 .. ~:d< t3B ,. _., "''L '-' ·,·1-1·· t'C'"/'!"• 1· t:I ,h·l.l. . ! ...... .tl .... .:, _., .. ,-f ... -------MULTIPLE AN~LYSlS 1C TEN TC COM BC rEN !;1:,lf:)() (:i !l ::) '.7 :2:i :~\!i ::>73 ~::, !I /.~ 0 () '.71 ~ ,:10 () 0 (i ., .. 2;:~, l:.~1!5 .... ::12 !I ~;~ {_;~ 0 .... ::;~~ !i 290 ---ll,l, 7;,=,7 ·-J. li, !i '7 ~I ·:.;z 0 27,.1.f:>~2 27, :I.\=)~·:: () (i :-19 4. MAXIMUN UNIFORM LOAD: TDP CHGF'.I)::: 0 ll .1 .1 :I :1 ;_I :~I :·., L.. :_I i, __ ., BC Cf.WI (i ··-~::, , ~> f.., :i. .... !) !l ~:;6:J. -·?,~:.a~:=, -7 :1 ::H;1 ~=, .. -() (\ l 0 \;JEB TEl--1 ;·:·~ ~:,\ !' ::·; 9 0 -~~ !i ,·:1 3 fJ' ~~, ;::O :5 l} !' ?:l. :t :t 6 ~I ~t ~5;~ 0 ,, ~-' l~EI-: COM ···'..'i,011 -J. ~:~ !; ~)60 .... :·:. !{ £: () ~1 ·-· l l :i :i 73 .... 2:::, :, 8(.)~;~ .... :.~; :1 ~267 0 0 ~ ··· 1 ·r ! .. + (''! ....... i· .·L . ,. ·~ ., ... ·l· 1"1 t ... ·'· ll I" ... ,, , .. , 1 .. nc1'' l (" ·t· ... •. l .. •:, '11<:l .. U<:\.I. ,;;, .: ,.it. I." cl.. !"' ... ,I .... ·s:, MEMBER SIZES: 20G3N9.5K GB Mi IL Y I l··.!'OU3T:·,::i: i'.~i... ;·1 Fv : . / I'!El··Wii·iG I...DtiD .1 OUTSII1E DEPTH . · , BC == 2~71 i. , t'.,I"' ~ .... '\ ":• ·1 ,:; ,, :--1r1,,C,j-; .... '._J,, l ... , \_; () II OC=() L~O ,, 000 "rr-:2{~ I ;1;~E;::; ~: 0. 9>'.)~::0 Rx -· O,, 77i:/() .. >' .. -0 !, 6'?lJO Sl '{ ::: 0 n ?Bt;:I. ACTUAL EFF DEPTH= 18.737 · 1 ,.., '"1 /=· r~, •::· .. , 1· ,:· r·· ' '"' .,,, ,., ...... , .... -~ .. , ·-, .. '\ ,. ,., , .. , \.,•L. °\f\l ... \-· [; .... } Lt.i),1.L' IL.,,,.. 2i:~ !£ :t::·:/1v 11 .~bl~} ,· 'L/Rx = 61.696 USI~~ L -48,,00 ' 1../1:.::, :::: lH3.lrnl.f Uf;IMG L. ::: '.,:tl.00 Fb - ASSUMED rDRCE - ASSUMED EFF DE?TH= Ryy -1.2341 Rz = Sm. o,,49~,o o,, :.::io~::a !~!ITH FILLER13 ~:;o !f 00{) II ()00 32 !I 21?(: 11 ~:~80 l1,lJ25~1 . F· s-:: r.'o 1t.i·• ·1 il'.:;Jl.f, ! ;p,:: f..,7 -:u.1 . I r.\ .( .... -, •. J.,, ..... , .... ,-t. __ . -·· u, .. '/ , MAX LU~D (FILLERS)= 36,697.rn FILLER PANELS REGO= q F'e= 39,230.36 Cm= 0,,00000 MAX LDtD NO rl~LER= 27,27 9.19 MIN WELD LEN ~x o_q37 :i. :·2 I TC ( -f i~/F ;,, 'i Y': '"• ,-.•v01"1r:•r,,-·. J;: L ~;1 j t'~ i.:. ;:,1 Q 26,166.39378 USING BC= 25 -2 \/ ''\ .,.. .~:. X u:l.8? ·1 ''P·1'·;1;,n (•1'''.i' ' , ... ,, ... ,, .... :::·1·-'f.1 1::, .,._ •-1r:·1 f'F1':: :·• 11 . , , •. •.J.. J-IJ·., .......... I ... ! .. ·,· li )< I ,:·, L. L. 0 (:, 'O· · F i:'t ·f i.:i Pr::·, i·· .. H:: ;... F1 T 1cm J"•l,• II"'' l'"•"'l" : r'F1J'•-it:.l ... , ... I:::· · 1r:·1·,'1': ''.'·~)··,!l:'I f""1,.1,::·r•1:· 1; .. , .l J 11 , ... "' . ./' 1L .. t,, .. -. t,>: I ii! ... ~ ... Of=~.G .~ F .~1 E, .:. BO" :I. CHE.CK .... 0 :1 :!. f:J() II? ' ,,.. >:<n1·rr11,1 , . i. •• I. . . . . 221.192 CHORD WT/Fr END ?P!J\IEL. CHi:~C !< ld:::: 0 22,635.51 AXIAL. STRESS f~ RISHT END LENGTH 14,75J,,C7 0XIAL STRESS f~ ,,.n,, I I .i, \.' ... ,r" Ti/r~ - LEHGTH (>uOOO 'fi\/Fit WID PANEL= 0.7168 NO FIL~ERS = -r -I ., ,I l\ .I .. I. u J. S.-.:11-.l :I.~-:~ !l !5::,i 7,. 40 {; !:) !i f~ ·7 3 u :l !:_:I OuOO 0:100 1.../f~::: , .. ,..,,. iJ "·uv =) n 71,S L./F\=:: l :t ..:1 II ::~r; , l.l''if,X l:<RIDGING CHECK TC::: ~rn. :!. 9' D(>:: N., 60' MDr:IEl-~T OF Ii-...JEf:;!Tlf.%:::: -~~Bl,,<~' LL :360==:L:lL.}~::::~,,B LL ;::::.}()::::?:1:i.:~~-:,,,7 (:ii... L. DiiJ:::: tiL.1...01,;J:::: J,058.6 NO FILLER 7 , =··; ~;'. !~, ,: l} F I : ... L. 1::: f: _·-··1 ::'bl' ·;.i nc~:~-r·-;11,1" ·::f\(._. ... ,.,,1 .. 1c) !':.:., ; , 1, ,,.; .\. l.,,\,j,J, \,, '• 11 { .. \,•" ,\\,,r•,,• II \,I,', L :o: :::LY IJ\H>USTF;Ii:lL. :·-, ,. '. TC= 2A -2 1/2 X 2 1/2 X •J !'"r'") II J, (:;1,t' ------WEB DESIGN-------' ·1 l\lL.ii''!BEF: ::;z f:HY t;CTUi=iL. T f1l..J __ m,J T trC:TUPiL. C l1LL.G:-! C \;JEL.I.i , :t M~:: ~::,:., ;:~ I! ~~ ~I !i ~:'.90 {} ::.1, :t lf(:.; ~I !IC> :t .1. ~:-.::·; !l (;9 ~1 ~;'t If 2 L. t,;_1E.B t,.t;:·~ ... FULL THICK~·.ftSfl ljJEL.D F;;E.O'D B,,lJt.} 2 !i i~:~.9 :I. :f. !I l ·.:i3 :i.8 :, 9~)? ., .t "'} ("\ r.: .,.o!, / .t:.,., J.2, ~:)t..'tO ~;~ !I ~i:: 0 ~i !{ ~~ !, ;to !:1 :~:: r;~ !: ~> 3 q :t l !I l 7 ::; B 4,711 47,146 23,869 ---FULL. T!--!T c:1,:1\H~E:1;; i~iELD 1;:EGi 'D • .._., "l' I"'.' .,,:. !I £.CJ I j_ ~) !i :::,flt) (.J !I~;\::. 7 j,6r.2?8 ,•-: ,11 -1 r'l ., .,t;.1.,? ;I ,I, 'i (,:1 ----STANDARD VERTICALS 5 IJ ;~ ;~III::~ 6 .. :i. Bu6 n,,:1. TH:< •l (j-'7 IJ .!.\,},' i ,-.-, II,.,(:\/ ~:! X 2 X ,.20~=.1 .163 2 X 2 X .163 .1~3 2 X 2 X .143 •! .. .,,:: II.,,.~ ,_I .187 2 X 2 X .205 , .. 1 .. \f'" 1:1 ,{:.1.,1 .,:-, .138 1 1/2 X 1 1/2 X i":I_ ~: 1,):l :i. E ;;: I·: 10 1 l\ '.I 0 .0 ~: :t :1 7 ~.:, ~71 ·_:;· ~ 0..-?0. ·?, ,O?G 1. 6 !I ~?~:tl 61;J!5 1S,C46 8.8 .125 1 1/2 X 1 1/2 X .125 3,711 2.0 .021 1 X 1 X .125 -:, V£: ;·, I.. :1, :.1: ;1 ;I ;_.I :I' i . l,. ;-,,-·, ;._ .. ,,, ,-· 1>1 .. JO :!. 3,712 2.0 .021 1 X 1 X .125 ~ .... , .. , ! .. 1:l __ Ii;U; __ y Il··-.!DUf:TiUfd_ ::.1,.,,.--··r-· ', ... 1··,·,·1· 1•1(·,,···1·''"11"' '1···,,r·-······ '· DA~~ ~~~~,1 ~JR\L •U L~N31M 39-11 39-7 f!""I 1.~ L. :.-_i::::::: i.,--TC F'1q·JELS LE::: i }· ./.;·•;;:; l Hi:iL.l·· L.f:·: L FIRS~ DIAG LE= ::;---:!. :l "",' ,1 •I l ..... t .I. •J ! ~-, .1./ .,:. :l . .1'? :l/'.? I.S.P. I MEXAM, lNC !>EFTH EFF :OE?TH r~::::-·- 1'"1J"''·-· r'\::: ..... r::[:::: F:[::c :-:J-.. · l :t ~~~·-J. l <t···· 0 ?-·11 CE~ITERLIN~= 3C.00~ I~!E=== :::io "ooo l. ' l/~:~ •1 ,1r\ .I./ ,:. ;-I •. , '") T ,., -,· ,., ., ,-, '""" •.. , ') , ... ,. .. "!' (~ I· I · i..l \. ,, • .;:., I l.'.! J. f'\:,.J :::.i·\ .t !::.\;) .• J,'., ';: ?~00 LB co~~ LOtD Al DIAGONAL lC PA~EL PTG UNIFORM BC LOAD= 0 Rl= +23,750.00 R2= +23,750.fO -------------s;RESS ANALYSI~ F:Et1CT I CH•.l'.3 r.,l·-.iD !'"!El'! {;JED r:· CBC ., .I. ,q. :_: __ ,-_ :~ "'? •' (j ~ .. · ,,·. , .. i : ., .. ~. :t 0 .. ,.,. ~ .1 .• L ! J~Z : . ~., J. ~:) r ' l.1'"1 \,\I,{;. ~ I •1 V .i .. ,. :;''._',) !I ~::?o .... ·7 1-:~· !I ~~ 9 ::) .... 9 ~-~ :r 4B !:_:I .... 7-:·.:: !,~:·:90 SfJ Ef\:D E!\10 P!··~L. . ... 6::;!• 09 1'·!- f;:··-; :1 e,<~··.:i l"1r.: h{"•t:: ." ,.I!( 1,,;-:;:, \,I c):3, C>~:-.-i t>::·; !I(){?.:"~ :J.9,•)00 l';'" 1)00 '7) ~I ;::, <> 0 9 :, ~;O(, 0 .... 9 !I ~:rOO -· ~~ !i -~·1 ~) 0 .. -·:l 9 ll ()00 ··----3TD VERTICALS ::;<:':1 11 l(J-;' .... ~:~7 !l :7,!)2 •I!'": "".l"'•'•' .1. 1::, !< , , c·, .... 1,B.!i ??b l :t !J ?~:) ~:=1 :f. l !' 7:3!=:: .... :!_. t:; !( ·7 7 (;:., :tB!:?7<:~ 3b:, J.o::-r J. II ?00 ... l ,.?7l; :!..~"I.le:, ... ,:tu ,;.f)'6 l "97 6 _.,:i. ,i 97l., :I. 11 97<'::, ····:! .• 9()() lnOOG :J. uOOO J. 1100(:· li,lEB L ~:_:1 ~:) ,, ~I 0 I!: 1:: / /I ~,I ,._t ti (.~ 1'~' c: 1:: _ .. ..-: ,.« ... 1 n \-;i 1·t !::!': .• -'! •.,1\.11101"/ ?8 ll l ~~1 ''.\,:) i !::. .~ .. ·-· " .,. ~-' I-Mt1X i l11(f~ ~ ' I~IT BC PANEL LENGTH= l. - r:-:1 I( . 1,. r-1 [t I r,·1 l • .,.;::_-, o .... :::: }--:i. :I. ,f .I ,1 ,I .:. .l. ··-.l .L l ~.) .... :t :J ::. 9-.. l l 2~:)-.. l l 2?-·· :1.1. :·.:::1.-··:l.1 / •"i ..... .c:. ,; / l''J ,'. ' J', ... .'"'1 .. l .~ .. ~: .. / ~:: :i. .l~=~ l./2 . ·'!:::'1T:i:::E:;.; ;,;.,!P,LY::: . .rb~ , l)l,;JLY H··.:DUST:<UiL :·1~,.,·,r· ! , ... ,.,c··r11 .t,J"l~:.,,.:. i...t:.J\j ',t ! .. ::,9--U. :-·,1··(·· , .. " II ,., :·, ... I" 1-s:• .... ;::, Lf:·:: .... _ TC P~·Jl\lEL.S L.E::: l , ... ,.,.,,.,·,·r !JI'·' 1·-! ... ·.·,:-.. ·.::: r· .. r1, ,.::,. I ... 1"11, •••• FI!;:ST D::tsG LE::,: 39·-7 :·:i--l:I. l/? ~~~-... :i. :l l .. /2 7·-l:l. :I./.? . .l) c:. .. "J-.;'.) ... I:: •. ::: \) ) II \) 'i; \) '-·,-"' ,, .. , ... , .. , .. r·, ·r·· l ,... "YC "')" MULTIPLE LOA~ING: I,1f::uP,, / DEPTH CENTERLI~E= 30.000 E;::-r I)EF'TH RE::: F:E::: F.;[,:: RE::: of fl"\ .L .J' .!:, 3, ... J. l l/2 7·-:1 :I. l/? ADDITIONAL CHORD LC~DS ARE O~LY ADDED TD SUMMAR~ -~mT STRESS ANALYSIS ! 1/fODIT.IDhi;:\L ·1DP Cl-10!;:D L.Or'.fi) ;; 7'.,::0•:> UNJrORM TC i...JAD= 0 UNIFGR~ BC LOAD= 0 tiL.L. L.Oi~1DE [:! .. !CH.;Ji-.l RE:I)UCED HY '..::!:,'.(,: _:: .... 2:3 ... 9,.~ • f•,,·;, -J ..-? ,, Lti·-h':) l !"•l"•f.'{.,., .. ,·(>•!.""• i~:J.::·: +lO, .. ~.t5·?u!~10 i=~~2:::: --~lGi1l.,8 .. lu::·,O i1JJ::-~ SHf;:::: 2:,l~7:t,,BB TL.:::: 21, 3·75 ,: 00 · r..JD Mi:~l'I ·1 ,.,,., ... ,-," .,,,,:. r:: f,l'~'! . ~.. ~-., .. , . ...! I.! l" , .. , t,,11; -"le'-. c; .... 6 ,., lb · ... ,? .i. \) Ill . .i .. ,:: :1 ·,., . ·' t._·. :·1 ,-, .. • I kl~', .................................. ··--.. ·.. .... ST 1;~ EBE 1::, I·· .. !;:! L .. f S I !:.t -· ............ ·· -.. ,. .... .... .. ·-· ........ ·-· TC F ·-·:l.3!18J.6 ····t~·),B:1./.:. .. • ;:·; ~.~i !i b El 0 ... ~> ~:i, {:){;50 ·---tt.~:: !i ~i6B .... i:.i.~: :1 9t:1B ·-· ::·~ !~1 :, l, B 0 -. :·:!i !:) !i {, t~ () ·-:!. \05, (3:t {; I ·~·, /"": •I l ... .l •• :, (I l;;. ,!, 'C.• :;:~H :i ::::::?2 lr~·:': !' ':~· {:. B i:.;~i·;: :1 (}<::,B ,·:}.;.:: !i (_;1(:_,p ~=: {:.} :1 ~·::i l,/ z 0 BHE1~F~ B:-!:1!:)0 E! !I ~.=, ~.:, () 1.i !i :z:-::i ~:=, £'~ !I ~:: '? ~.!I A ·.,) 0 .... 4 :i :·? )' ~.=, .... 4 :1 ';:·: ~? ~:i .... B :, :~.;:!o 0 1.;:,'"'!": !"' Wi:: •. \~1 1· :t {:, !I ~::: ,:7 8 .... 16;,;.]f/f Brit~lt'::J .... i:5!! ;·}--~}9 cc,:::: li.lEH L. :i. 11 s:I:-:' (, ~:,~)•I /:,tl ::. 11 9 7 6. !:i :5 r1 f::, ,:J -·· :t ti r:;·?6 -! !"t ... , / .:. ,: "? / .r;:~ · :!. ll ~?·.:.:·6 ~I ~:I 11 6l~ !:.~ ~:I u 6 i~~ ~·: , .. , ., c: ,,:,\;,,.,,;;I BC TCN2IUN= ~2,960.63 I~T BC PANEL. ~~~~TH= (_)-.. ~.:: ::·~ "·· :1. l ?··" :l j :i. :!. -:I. J . 1 ~;, .. j :J. '.t:.:; ... 1,:1, '"\'!:: •! ., ... ) \,1-· .: •• , • ., /1"", ' : .( . ., ., ...... .I.•/,,. . .: ''J .. · ., .. ·: .. /;.: :./2 :: ./2 ._..,- ~ ~· ' •" '· :_39 .. "j_ :t :.-1· TC Pt:j;\l[L.S '1 ,r I 1:::sT H;::L.F t~= r:·1··1;,<:~r n·,· '.,(·~ 0 0 \\ .. 0 0•• .1,J. 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',i TJF' CHOi".D== 0 .. ,() 0 ...... \/ () (i,!EH TEhl :I.~:) ~I f:? :t 2 ~~ !• ::J ~:=i 4 ~:: !I ? t7} (:. l !:, !{ 1:~77 0 .... ? ;a ·.i'~?f.:. .... :i_ l~ !; li(:)c1 · ·:L :I. !,b::;:3 oOM :::: ir l ~:.:·:, (' ,; 0 .. ,, i·ri:, "!' Tit.'':· '1'":·1::,-j·I-! : ,\., .. ,. , .. ,., ..... -· ./1:. . . 1::c ::= 20 ·i~REt-i :::: ~)"!~8l~O J II ?o~;~o ~J " ,:;. ::_t i:f 0 '::Ire (-/' c11T "'·) ,I ' "'•('' , .. ,..,., .. ,,. .. ,.,,,,, . ~ .r:, ..• ;::, S ·•. 1::. ~) \,;. :1::.:m ; "'• I, I u " ~ I".• J' . _ :··Fn\i:::.:... i·· i :.:: ' l. )l ( X) .... EI r\'.;\f.:.c G:iO 0.000 A~3UMED FORCE 20.000 ASSUMED EFF DEPTH= 0.5460 Rr; -1.2192 R2 F'.:: I", J'\// 18.760 GP? BETWEEN CHGRD= BC ~:,o !I O(J() 11 000 J.!),tJ()t;.,,.l}67 J.B,, :?.f.:,O L/Ryy~ 67.344 USING L = 96.00 i.J.::;: l"H f="ILLEF:f; !;::: l 1100 F'2= 39,230.86 Cm= 0.00000 MAX LOAD NG FILLER= 27,279.19 MIN WELD LEN ~X -0.437 2!9 119.28209 USING BC= 20 -2 \ 2 X .125 170.461 CHORD WT/FT END PANEL CHECK W= J 12,770.06 AXIAL SlRESS ·f~ 0.00 fb ~ID-F~NEL i·;;IGHT Ef-iD LEI\iC1TH 15,406.06 AXIAL S1\ESS fa "?{il/·-'F-:"A ·:>,.~.:,;112 FIL.L.::::r:3 ?!,O?er,7!~1 {~,}:::, 6C.10 II 3ti i. 1H:::: 91 ":./l B :1 ~.:, l} (J II l '.i' :'..? !I ti,);~.~ u {;, :t . 0 1100 : ... /[-(::: :1:::GTTOl'1 (:HcF::D L/1':z:::: -**'~t*****t*t*i*DC rILLEPS RE~D********i**1iti* ·1,·!i-'-:.\ Bi~ .. i:DG::::··IG CHECK J ~n~,~~~ ~1~ '''l~~"f'TA-••••• I •••• , I ! \,. l i ~J ... · \ .,. , ·J .... TC= 20.19' BC= 24.38' '..'.',!, i.771,..;5 hLL.0!,.:::. ~::!1 ':.',\Y;',_.:.: :--.1C FILLER wt\,,• . , .. -·, COMPRESJION ACTUAL= 5,179.29 ALLOt~ 6,218.9 FILLER j ~-: 1/v·y;:· BG ·_I I i_, r·1 rt 1· 1·1 ,-,· .. '._I :I :1 !.-1 ~.:1- (1 !l !_._, '._.,. ,.,, .. •J .••, I'\ •': ,!. .... .::: ,t.• j_ ~:: !I ~=-{ j_ :~: 2 :1 t~~::,4 ;:·: !! :?96) 0 0 \l ~",• ..... (. •I 1 1"1 ·.t J. _.,· ;:'. .-"l~ ------WEB DESIGN------- ALLOW ~ ACTUAL C ALLOW C J. !:} ~ B:I. t., :? (_;-i !I :·:~ :.; 0 '"II'\ •:'I-:".'\ .t:. :.-· :: ... :. \,,;,., :1.li ,, .'. BC- ? !, :J90 , ., :~:: !i '.?2l; :I, l,} :( ::~ 6i~} :!.O!l Gt ~I :::;c,f i~} !l () 6:J J. c":, ,I ~--~ 7 '/ l6 !1 ?7'? ~-, ~I (.19 r::~ l z:; :i ~:I :1? :·:~, ?\;(; ·7t,a i:: /I i_l II t THI< •l '")!:: ., .l. .{·. ,.I t'\ r,--:, r\ / .{·.-.\:., ... ···7,:,) I,' :i.09 l l/4 X 1 1/4 X .10; •l ''t 1: , ... l.' .I .. ~:. \,I ~:: :J./? X •l ., .'·'· :.-· ,J -'·,.., .125 1 X l X .lZ~ .010 1 X 1 X .125 •! •7t•, II J, •, .. 1 (:~ f! I I .,. --~-. " --~-. -· -I ,, i· .. -· ·'· . .. " ·: , .. , ,. ... , I ... ·'· ... ; .I 11 \, r:! I· l l <:\ \, 1. l.• r:I.. ;:, . : .. ; \ .. \. ,.1 I· cl J, I" I f,.>\J (. \_ i. ::: ~ 1\;EJrJ:OER SitEf:~ 3C <lO ~\J.~3 tf1IL.Y IJ\1:0US''i'l';;If~1L. :-,--·F:-' :. p:...,.,1°·nir· Ir,.,,~, .::,t:.J~.J,1.)J.J\ .:J ... Ui'i.li o.coo ASSUMED roRCE _,. ~)0, 000 ~ 000 ··-36 !1979,, 4l~;:~ -· OUTSIDE DEPT~ ; ·f I;c == 2J . • AR~A = 0.6?50 ASSUMED EFF DEPTH= y(x) -·· Ryy -1.22sq Rz f~y~-l G1E; :I..OGCO 1.000 ; ·,-CDF:RECTED UH,D lC::= ! L/Rx = 39.279 UGIJ\~ L L/Rz = 30.612 USING L L/Ryy= 28.903 USING L. ::: ::)611 00 ::: 1~~u00 ·1··:-·:1 =:: ~·.) :-=i i::: .... 1,·:, -;i ·1 1 r-; ,. \ '1 r·-~ i'_ ./' ,)::,· :::: ·.··.~ <_;) ,, .',··.'. ·.:.·· f·'I ·-... ,.!;-··--··'--·· ..... :., .. 1·:_ i·;,:·!>:: l~.Of~~ID { Fii ... LEF:J) ::: l} !:i, !I }'B:) tl bG : r·-.IC :[j·.,!rE1:;:I(JF: ;,·:r1 ... ! .. · .. :1,;:D RECUif-•.:;::::o ~.lITH FILLERS 1.z_, I\ .... F'e= 96,785 .. 67 Cm= 0.00000 MAX LOAD NO FILLER= 39,736.JJ . ·1-rc ( -f',,, . ./Fd) ',· ··r-· "'•"l'P''"C""· ; ·: .l:i .... ~:.1 J ,'\ 1::, \) t·- 0" 8 l Bit<·:, :t::·:l !I B60., 1i:1::;f.)l.) UDH·-JG TC:::: UBii\lG ·r:i"·-· .'C•L,,-.. 28 -2 X 2 X .. 232 23 -2 X 2 X .163 , .... 11--1·,y, !.1":' ;·1' .. ,,!·1,J·,,,_, \1,•I ,_ EJ\ID PANEL CHECK W= 269.3 Et·-~lj Pfili.iEL. ;:iL.i ... Dt~1;:·iBLE FOF:-CEB F:EUUCED :I. (1 ~;; I•::·'·· m '1.:· /. '·-11::· 1· ' '1-i ·:--f"' v --· .i .•• -_.: __ ._· 1,:"·._:-,:_·_ 1\ll.l I ... E ... i.\1,C., "1" l--i. ' ,_;·-,.~ 1·JJ-., ••... \ •••• :.-... -,... I: - . AXIAL LOAD -26~980.61 AXIAL STRESS fa r .... r· c:t · 1·fb Pt1t'-iEL. PT .. Cm Ft;;··-IEL PT:::: -li,586.36 F'e CHECK .... MID P1~)'-..IEL.::: LEFT Ei\lD ~~<:, !' D:J. !) u ·:~9 19!,?~}{),,:)0 fl, l''lID--l:'t1l'-IEL. --/'i:1/FcJ ·;=i:,./Fl:t 0.7BB L./R::::_ 6~1,,.:i6 ;::<? tt fl l J !:~, ~)t}O u ·::·· ~i 6? ~I '.7~::~4 11 l;~:, PA~~!... PT= 22~79~.3 MID PA~~!...= 0.7924 NO FILLERS L/R=·76.C5 '. , ........ , ... ,.,.11'1 (~l''''l"''!i ' ,, .. , ..... .. I t!,U I l L. ..."JU·•, .. ! ... / !",.:."" ,_ hAX BRIDGING CHE:K 121.510 TC OAL/Ryy TC= 15.05' BC= 24.56' l''ii:JME:J,ff OF Il,f·J(l'I(1:::: ,:;o·.::-.9 LL ;;;6Q:::: 164.9 LL. ~'.4()~:: '.?4'?,,l.\ .1, .. ~ 1"''"1·1'"•'!' -11·1 , .... ,., .. ,,~ .... ,, ... -• ,, , .. ',, ··-I. J l-J:. \i:1 .I. l. \ \:} i P~t::, ~;~ ·:.. .... .f •• <: !i / J. I .. ·, i: :-:: ._:) BC COMPRESSI~N C~~ITER : · 11"('' L···nt·•r••",l""t"•C.'J'f",,' ·'.:.['Tl'·"· I .... 1 •• \.'I ..... \ .. 1'J .. f\J:;.\)l .. 1 .. •,1;\J h ,,dM ... -· ~-MAX BC BRDG DIST= 19-9 l.i, 989 JI 6~:: l~1L.LD~1J:::: :J.~: :1 7(~1;' II l J\10 FILL.El:( 5/8 FOR 1/r;y BC COMr CHECK ~AX BRDG BC l/r/Y of 200 ~ 20.47 ,,, ~ .. :·-.. 1 Vi.Jhi Ohl ...... " . ..,,..._ -· ··1 'ii·:· > i :·~\ T t'jl. ,: .. :~{: ·· ·l n dJ .. IL .. , .. 1,I.. • ... dL. F~Ul··-.1 DJ· .. f ? .. ·-23····9f::-·· · DAILY INDUSTRIAL ::; :_1 ii c: ._, 6 i-1 .. , .l 8 9 i1J6 :U) 1 ~.!7 :I . .J :I. li.18 10 1 [1.JS:· :I.E 1 [;J:1.0 :l.(l l I F) v.iU 1.8 1 ;--~i;: 1,.1:1.'.2 lO 1 :l.2 kl:!.~; 1B 1 . , .,-., ,~,... ' J. ~.> .;:,!:,, :~. :I. 4 V:I. ·-1 1· :1 .. 1 :I !~, :_-1 .-, I. ·--·I L....- ' -~ .. ,,, • , r.: !!'": .,. 1.l V .{:. 10 J. 'J.0 :l . "'"ti'": r"I \/ '''I \' /\ .<:. ,r\ , ...... :,.,.\ II .(:. \,~ ,t;, .(:.\.,:. .... .{;, • J', ... , (:il . ..J/ .... ,t,·' ,.~ •,l J. ~;~ , ;~ ~'i' ~~01 0 ,I lj'°;!-' .i • .L,\,) -,, ... / .c: ------WEB DESIGN~----- ACTUAL C ALLOW C I •I "'I l"1 (;) :1 J. /t> ;~, J. 70 ,1 ,., ·" r·1 r:, !I .f:. ·D \J [,J[L.D THI< -;rr•1 c: n ,J:t:_ ~,I u·:J.:)f: i;h!GLE w~1!'lE 1" FWD :I. :1./2 X 1 1/2 X .138 :::,L.L.Gl) T 2:t !• ltl )I :i. :t. !i '?\~s :I.0:18?} J.4:,(:)c. ... ;:=j 4,132 3.6 .1.25 1 1/2 X 1 1/2 X .125 7J934 3.3 .1Z5 2 X 2 X .125 7,090 :I. ::.~ :1 l} f71 ~:·; 7,090 l0,8'77 ·7 ,O?O C· C)t'n \,);, ·' •' ·' ?Ol l,180 4 !I :t::,2 :t !f :L.BO ~~ (I ::;-c;,1 :l. ~ :i.80 ----STANDARD VE~TICALS 1~,180 6,95~ 8,426 t,, ::l81 1. !l ;~':13 :l ~I 99~=~ .... , (i J.:.,1 J 2.0 of l":r.: ..i J. J;, "I r1 lt'.5 J. :1 . 1 1 -! r.: .I If ,J, ,,10 X l X 1/2 X l X :I. X ., .f'\ 1: u ,I . .(: ~1 1 :1./2 Ml ;:_:ir,,, • .:1.10 1 l/4 X :I. 1/4 X .125 .125 1 X l X .125 n :i l O :t :f. /._::1 >: l J. / j1 X • :J. 2 ~:, 3.8 .125 :I. X 1 X .125 2.0 .037 1 X 1 X .125 2.0 ,024 1 X 1 X .125 1· ' •• .. I STRESS ANALYSIS= 20K6 J14 I.S.P. i MEXAM, INC RUN ON 2-23-96 ... ,D,-~I, .. Y Il\iDUfi"iF:I1~:L · · BASl L~NGIH WUkKlNG LENGTH :OEPTH :?O EFF DEPTH :I. 9 ~ ~) ::a-· 3 :1./;;'. 3(h11 :LI:;:: '.I BC Ptir--!LS LE0:: -, TC PM·-.!EU; LE::: ~ FIRGr HALF LE= ' .••. ''I"',.. ,. D .,. ·' C' 1'_ ·1'·.·-.·. -.. •. t· J. 'I, ~\ f ,I .f, !·•J :, ; I :GE?THS L.E:::: l . i'I l· tll!]--1-1",··· ···c-. ,-·,i -·ci· ... ,, ... .. , .. \,.t°t..lf\;I ! · L~JFl.1.:::: ,) du•· .. ,·.'/ \ r.:•Ftl''l"'f;"!l·~C:; j"'j ::: ,/.,lt '7"?•=, •I 7 i i 1 -} .... l , .... \,, \ , ' !f ,I ·' ~-II .L, t' r··, ·"' 1· 1.:. "'.'! ' ,., .. 4 .. ,!':, t . \ .. \ ' 7 B \JJ9 · 19 . :LO hJB ::.1 t\!'? .... -~ ... ---.. --.. -........ ___ ,,, __ , DC F' 0 ::? !• l68 1l, :f.;_S8 l<::-1,811:I. :l.t:i!IB4:t ~:::i., 4,~i!} 2:f. :1 '11-:Jl} ~:?1, 97B 2:;:: i, 97B 2 :;: !i {~. l¼ ti 2:t,l}lil~ 7 BC PA~ELS AT 4-0 END STRUT TILTED SPECIAL 1ST COMP UNIFORM BC LOAD= 0 F:[:::: :;, .• fl f'<[:::: :2-li RE:::: 3 .... 7-1 ~)./l~ R2= +4,775.17 MIN SHR= TL.:.: SHE1~f.; tj :,440 3 !i 90r1 ::;, :39~7' -~~,??6 ;:: !' :J. ~S9 l :a ~~4~~ 9~? ~J '~:!0{3 .... ;5oa --s~~:: 5 .... 3, r;,77 ~; !l t~l ,1 ~.:, -.. z !I l¼£,:t 1 !, ,:-;~o~ .,, , .. , ., '": l\ ,.., ... ,£.,. o.,:. ·. -.__;-" .,:. 1.. :1.77 --1 "O:i.H l9 ,i 66 j_ :r ;_19-~:_:1 z;o,, 79 :i .• ;59:·:, ::;o.79 7-· 7 3/4 -:l,,~\9!~, 3Cu'?9 :J.n~:,<_;-;~:I 30n'?t:} 1:i. .... 7· ::;; l.l -1,904 -l.595 30.79 13-7 3/4 -l,904 1.5J5 30.79 15-7 3/4 1,90~ -1..595 30.79 j7-7 3/4 1.595 30.79 ]9-7 3/~ .... ;:3rittlO --:t~;i!,3BB ., .. 1::::i,:)88 .. ;, 11? !I ~.:t26 ., .. J. :? :1 ~1?6 -::: ~:: !I ~19 ~;I .... ;.;: :? f, !71~;, :=:1 .... ~:: -~~ !I t} 9 ~:, .... ~·:': ~~ !i ~:~ 9 ~' --·· l ~/ !I ~f~~(::, .... :f :;~ :i ~12<.1 .... :J. ~:·~ :I ~.:BB .. ~ :;. ~~; !• ~:} B B .I , ,,,. n" -".'tl'• '"'I') .-,.-;, ,l,.' ;.-1 _: __ I r-·1 I • .__·; _·.·1 .,,.., .I. c:, • " J. \~ !I (j'+.i. :J. l; !I 8l.j :I. 1 :~ !f :i. {1f.l ~:.:· :116B ;·. ,r '!'\ 7 !I ,f,r,,,-;) r• ,,.I 0"'1 I ..... (~ :1 / / t:., t"""'\' I ;~1,:,-t::i -~---S7:0 VERTICALS -··'} !I .:j~)O ~-:i ,;! :f. ,!t. .... ::_~ £! 5"7? •I 1:•t•,,; .I." ,.< "/ ,, ···1 r. :1.7/·' :i, rl ()()f) \,.\\}II/:} 30u?9 ,, , .. , ' / .I. 7 :::::>\::, r-:r'r .• ,.,..: J: .. t:, II/ ,i:, ::i2 .. t,.;~ -631 1.177 22.72 -616 1.00) 19.30 BC T]::i\lS I ()}·· .. f:::: ~~~=~ !I 9'.?B u 9!~, H,IT BC PAl··.JEL L.EhlGTH :::: '..::f-.. :1.l :1./:;.: :2? .. Nll :t/~-: I r.i·r1·.,, ·.·.· (".'r •. ' • •" · 'r·.,. r· ..., i j( , .. ,. 'l , .. , , .~Ld . .', .. • f·iP,lft ... "'i ::i.Ll:.::: .,.::. \(,:, ,.J 1, .. , D1~:a. ';' :i:1,JDu·:;:Trd1~L 1Hf'.:1EE U]·,!G">! !i.!rn::; I< I NG :)0···11 .. TC P{:d'-IELS LE= l .,FIF'.ST HtiLF LE;::: · FIRST DIAG LE= 3- ;· 1DEPT:·IE; LE:::: :;::O .. 000 MULTIPLE LOADih~: ' ;-, LE!\iUTH DEPTH 1 .,,., .l ·'-20 7 BC PAh~LS AT 4-0 END STRUT lILTED SPECIAL 1S1 COMP CEhITERLINE= 20.0CO EtF DEPTH ;=~:=.::: 3·-'~ F~E::~ 20,, 000 ;· , .. ,?iDDITIDl\l/.=1L CHDFm L.0;'.':DS hRE t:1;mrn t1S BOTH COMPF:ESSICJI\I hr·-.ID TEi,ISIOr,i ! ADDITIONAL CHORD LOADS ARE ONLY ADDED TO SUMMARY -NOT STRESS ANALYSIS ADDITIONAL TOP CHORD LDhD 13000 UNIFORM BC LOAD= 0 R2~ +1,346.69 MIN SHR= -------------STRESS ANALYSIS------------- -,-·, >! ' •• , ,)-,)<:) II (:~l TL=:: , lr,iO l'!EM TC F I J. tJJ;:~ .. -:?!1 46!) . TILTED END STRUT -··'','I ·:""i'·l J;.,, .J •" .I -··~>' !I ?'7 !) ····3!i ??~t -·· ~~ !i !7;06 -·· t-=, !i ~:~ :) b .... 6 !I ::·~?2 -·!::l!I :·:,06 .. ,.~:If. ~ :)6 ..., ... , .. ,, .. -"~), _ _. / ~;, ., .. ::\ !l ·.:·7!_:=, .... --:i .. , "":' ·{ .! .. i1 .·, •1• STRt.iT ""': • ., ?:: -.,,!I• •C)-..1 0 0 ~~, 5B ~:-~ ~=:, r1a ~:, Lj :1 7t,iS:- l,, ()if'? l>!:O,~? 6!,o.q·_7 {r =-i' ,-~·9 lii,?,1~? .,,~ 1:: :"1: I:! ,{:. !i t.lC.i \,I ::: , 5B~:, f;h!Ef'.:1f~ ., : .. , c:.·-) J, !-.t.. .... (H •! !!!•I .i.t.1.1. J. ft :l0"1 .. -~ !:: ... , , \,i/ 783 ,SO{? ,, <. •J ,(,,(.,1,1. , . .,., .... t)(.) -~·608 ···7B2 --:l. :1 :i. ·:) :I. l ;':,:!. WEB F CSC. WEB L PP DISTANCE 2,765 2 .. 208 42.62 0-2 ·<!., :i.2:l -:l .. OH:- :L !I-~}~~ 7 j_ n ~19 7.~ .... j_ !i ;·::,·19 --:L ff ~1:t ~:, ~1·:7 :J. J. n ~19 !::, ·J t:f,'rJ:: .L u i.1 ,'l ,., •! ,: :·1 ,:: ..... f. u ,,_i :r ._,i :J. "5<?~:_:, ~ Ii-/'\ 1: -,t II -,.£7 ,,J .. ..,.,.i -.,,--= .C .. 1:.,, l .i:. 30n?? _., r, .. ,, , ... ~>U,, /'7/ 30»/? 3-4 3-7 7 .... 7 3/4 U··· 7 ~:-.h'.i i:::;--7 1 ~i--7 :i. 7-· 7 -694 1.595 30.79 19-7 3/4 971 -1.595 30.79 21-7 3/4 -1,249 1.595 30.79 23-7 3/4 :I. , ~:I ;;~ '.? ---:l. !'-12:t ·-·l7B .. .. 3.,, l 7? 30,, '?9 21:i···:!.1 :l../2 : ·lj_i.', 0 -1,252 2,765 -2.208 42.62 27-11 1/2 . : J ... , r~E "_,_ .i / ,:, .. i,G Ehil: Ei·-.!D F;· ;L IHrrn·!_;_m COMPRESfIO\~ -16,122.31 1,346 -:1.,346 1.000 19.30 :lS1 -178 1 .. 177 22.72 174 -174 1.000 19.30 1\-!.•.v l"ihl\ INT BC PANEL LENGTH= ;··1 '· /·.,· ' ~~-' I STRESS ANALYSIS; 2OK6 J14 I.S.P. / ~EXAM, ·INC RUN ON ~-23-?6 . ·1 DAILY I!\.!DUt'.:rn:ti~L BASE LENJfH WORKING LE~JTH DEPTH EFF DEPTH ;:;:1, ... 3 :L . .-;,'. ;:0--11 1/'.~: BC PANLS LE= 3-4 RE=== ::; ... LJ RE=== :2-· l.l · I TC PM'-!ELS L,[:.::c ' !"' ,. ,..,,-... 1· I ... I ,... I I'""" .-.J.;"\\J 'iMt ... r· 1 ... 1:: ... ·· [:J,.!I) f;TRUT TILTED SPECIAL 1ST CO~P F![:::: 0-.. :; 7:)/ l.} FIRST DIAG LE= 3-7 RE:::: 3 .... ? :J/4 ·, ., .. , ... F.,·q1r· !.JJ.:.' I J°'.,:, L l::=== CE~ITERLI~E= 20.000 -, u1·,.11nmn TC U)td)::: ··-48 ;J;\i:tFDRl'l BC LD?iD=: 0 i •.Ir\"!"!:',. t·fLl'(l:'fl!"•!Y' 1 (':.•.n 'l'f,' 1,1•::-·r· I •1:•1 ·rr~·-r !"-!Lr ... n .,J\1, J \..l \ J L.. JJ;U J,, .. \ -i;.. \..: ... J,f I ; hLL Ul1~,D3 f;HD~Jt,.I EEDUCED f<Y .~::~:,~·;; REACTIONS Rl= -557.25 R2= -557.25 MIN SHR= i I STTEf:iS M•.lhLYSI/~: ,_ ........ ,_, __ ,_,, __ ,, ___ _ ' NO MEM TC·F BC F SHEAR WEB F cac 1. t;J? 1 ,no ·1 ·,• 'I' I "/ ,. () l"'l. lY) ,., .. ,., •• ,[ ''f i I .,. L .. I ,::... 1:,1'-I.\.· ;:i , .•• ··' . VlS 981 0 I\ \/ •] •I '"'}"',I ,J, II .f, / / TL=:: .... i !11 :J.4" ~:,o 11'\ ,-1 -~1 r•1 .<:.,:. ti l .c:. .... !.!"I' .!:. V-.i,.,\ .. ~.:,J 70.l. .... :1, ,G·6::;: ...,:J_ fl 069 .. ~:1.,96~, .... 1,~lb~:~ ·-;,~ !I ~:I();,·~ .... ;:~ , ~\ 0 ;;: --:~: :16BJ. .... ~::,6H:f. .... t~ ~7, ~:.) 464 -1.018 19.66 3-4 l ·l''• ; .l, I,} '· 1:L 11 "'.' ' ' .. l ·Jc:, ,J,\.,l ~ .:. i i".:, .i. ., MP1X ,·:'11·1-····'-' · . · r'tl\ ' '.......) ··1 ,. I • .. t --· ~,, . ' \;JB j I" ' , ... •• !I .','!(~~-~= ;:: , t:i:36 .. , _ ... ._., l .~:. !l c:,,,;o z fl ;;~:;-'fl l ~I ~.~6? l !l ~:,~ I~;, 2 El\!D E'TRUT 1 :, o~::o :1. :, o;:~1:; -.. 2, ~.=,o? ·-j_ !i ~?6 !:, ·--· l ;, 9t, ~.=, .... :J. ,069 ... o °7:-i I -~)7(::i --··:LHO --1 OB ... ._,::,J .'{:, · . .l.!. ,::.1n. ... ~J. 0 ~11 ?'' -:I. r: ~!9~\ 30u:?9 ~,-? 3./ll, -·l-iO;:~ l" t)9~! 3() 11 '?9 2~37 ·-lr.!59~, '"I,"• "'If'\ ,)I..) u / 7· 11-" 7 3./4 :t::)·-· 7 ::.~./tt 1.595 30.79 15-7 3/4 -:~:~ :~:: ~~ ."':f''t''",\ .r:.1:,z / r: ,r .... , ... 1.1. / ... 1 :1 l 4ll- ·-.. r·i:.11:: .I. II , • .I,/ ,.i :!. .. O:!.B ···:l .. 177 ... .2. ;208 3(iu79 2~·:': "72 l}~: # {~.;~ l \:.~---7 ~:;/ 11 2!l ··-? ~:_':/r~} '.ZB-· 11 :I./~:~ -----s·io VERTICALS.-·-- !!•? -~ .i I I•"'. V.t:. Tf': 1~:Ul'·iPREGSI 01· .. !::: I~IT TC PANEL LENGTH - 0 .,(),:) ~-~ I~ u ::);_) ., ··-?~~ i='l?:,X trJfiX "?':\ ,11 .t .. j_ ,,·~)00 111l77 1,,000 :L9r.:::,.) ., _I\ .~·1 \,.r IJ \} \.-BC TnlSIOi'-I=: un BC PP1r·JEL LENGTH .. liB,. 00 I .. ,-?01<6 .J:1.1.\ ' T>·'"· J \,I •• ·'T"'" i·--·:· '.'!' ·.1 _ 1. 1·1 I, .. 1 x kA., .. :, 1 r,, ... 11, .•• :·1· ir/EN .................. _._ i'.IULTIF'L.E f:1l°'jhi..Y::)If; ., J. ,, .~:. ·1 ~:; i. ,~! :,'1· '.::: ./ 1·1·..:: i J.U •J •J .1 •• 1. •? ::: .s .... , ,,.,., : .I.C'• :. :!. } ii :·1 i .. l ;-I :~I ::_I ·1 1·· '· ... :·1 '. 1· L ~·, f !~ '- '.: ·:I TC TEN TC COM BC TEN (_';'!I:::-'!:~() 9:,}1~1() ~> :, :l:·=,o ? , ?150 9 :r7!:,G ~i !i 7~:Jo r;, !I :7;::1{) .... :I.?' :;:::I.;~. .. .. :L:~'., l'.,'.:!. ~ .. :J. :::i !I ;:1 ;;! ~:I .... :t ~) !I 5~~ ~:.~ --l 9 !l ~_:i~::6 .... j, ~! !C :.,~~ <.1 .... ;;:2 !' ~19~_:, 9 !I?~:;~) .... ~~:J~!f ~?1':t~t 9 !I :'? :,:_:! 0 -•• ~;;: ;:~. !I ;.=i 9 ~I ~9, :.:-::.~o ---22 !I ~5-9!~~ -:;, !l ? ~:_:i ,:; -·· l 9 !I !71 ~=: ,5 9!i7~·10 .... l?:,:~1;;:(:. 9 !l :? ::_:1_0 _, l :;3 !I f:i 2 ~~I ? !i? ~:·10 ... :i. ::.~ ~ ~\2 !:~ 9,?:::10 ... ,:J.~::,l~:l 9 !•? :_::1() .,_ l ;;-: !':~:~:I. ~:l 0 0 () 0 () l°' ,! TOP ., t? :i J. I.:. t:; l<J!,84l :l6,841 :21, ltl¼/4 ~:-'.l,4lJl} ;:~-~~ ~ ,;;i-la ~?:{·::, 978 ~\':''. .i. ~ ,llt ll ~;: :t :1 t,} l.~ ..:.i L:.,,8,H 16, 8·WI. :;, !I :ti:;B 9,tf.:iB () (l 0 0 GHDkD::: Bl..li'IM(.:1r(i BC CCN 0 ···:!. ,0,'::>9 -· :L , 9 t:\ ~71 -·J.,96~\ .... ~·~, 50~:·: -:;:: ?l ~:, 0 ;:: --~~$6Bl .... 2,6E::J. .... ~·:: ~ !:5 0 ~-:~ .... :1':: , ~:r () ;~ •1 I') I I:! .... J. !i :: (:) ,,1 ···:1.,96~.', .... j_ !106,'i> -· :I. ~ 069 ····O (l ,) 0 l;JEB T[l\l 9 1,BOi' ., .. rr~· ... 1 .<=.Ol ,.\r'il"1 J: •• ,:...::. .1 !i ?0<'.} 3!i4lf~1 0 t1JEB CDM -· :!. , :L l-11.\ .... 63:t -·2 ~ 46l -·I.J.02 -.. ~:·.~ !I 9?7 .. N1,1qti .. -4 , "?'? !71 .... b:i.6 ...... 4' ... ..:..... --, .. '"'I : ;:: •:) I< b ,J l l,l : Y)AJ'' v r~,1n11r.:·rr,;,T :,i .\.; i ,f_ I f•-.. , ,.~ ... 1.f1,_ -------CONSOLIDATE LEFT ,., c:, TC TEN TC COM DC TEN 9,7~:1(} .... :,.~·::,~~:J.~1 9 !! 7!50 -1.2, 121 9, 7~)G -·· l :) , ~:.;;:~) 9 , ? ~=,(:: .... .1. ~) !' ~,;~ !5 9:1?~1() .... J~}!,!5£:l\ 9 ,, 7 ~.() .. -l 9, ::,;~ ,:!; 9, '_i'~1(i .... ;~;:': !I ~59~1 9 !i ?~.1() ·-2~:; ~~~;t_~J () 0 €J.' !J :J.6B 'J !, :l.c:,O :1.6,Bl¼1. J.6., B4:l. ;:~ 1 , ,1 lf:l.l ;::l,41~}4 ;::;,~ !t 9?f~ 0 0 0 (~ 1:~:IGHT ......... -.................. .. BC COM WEB TEN -··() 9 !I BO? ··-l !i 069 .... :J_;l()b9 .... :1., 9(:.!71 -··l !196:::1 --? !1 ~5,:)2 -· ~=~ , ~j () ~{·:: -~~ ~I l~,B 1 () 0 () 73 -.11·, / J:. i. lM1~1\Ji"!U!'I Ut•.IIFDF:l'l LD/'.1D:: TOP CHORD::: 30B .. t.l9 i.1 11 f·-1 :·I '· i:.1 l.1 LI ,-1 ,-: ,. ,'·., ,· I.>-. ., l;JED CDl"I •" J. !I :I. <)f.,i .... 3, 9?? -·6:.~ l -l,9014 -·41177::.:, --6::; :L ·-,~,.i.6 t· . . _·_. ~. a'· • ., ,~, .,. r· ·'t· -1'· ri · ·t· .,L •• ·• ·1 <., 1'· ·r·· 1 1 c· ·!· LI r· .. ·t 't~' ·1·· ~,.• !·.1, ',.\ C"l·. "-'· · ,. I .I·:! <:I .• L.l<:1-.. ,. . ., • o\. . ~EMBER SIZES: 20K6 J14 ~AILY INDUSTRIAL :,-:, .. ' :·y ' :)EJ.!DING l..D~\D i)UTSIDE :OEPTd ;:io :• ooo. ·:::oo F b ••• ::;o ;I ooc • 000 :·,i:·:C ,,, 1G I :: 1 .~1 1 ... " · ... -·,.r-.•"') •• 1·1 ·1 ;;H ::: 1,.l" ,:>·:t ;:,\. / ( X) -· TC :::: 1l< ACTUAL EFF D~PTK = 0" GOO t1f:\~;~;_Jl''lEI: FOF:CE 20.00G ASSUMED EFF DEPTH= () .. 2~i30 0. :LC){.H 19.130 GAP BETWEEN CHORD= :t.0000 1.000 ~c)nnrc-i-n L"A~ T~ "" ~"' 17~ f I, .... f\f'~c:.,.. J ::.J.i t-'l"fj.) I\, .. :::: .C:..t:., / 7C),, ,}, '"'l.,,,J !· L/Rx :::: ~12"~1l/, UBit~IG· L .. _ 21-:':i"O() . L/Rz = 40.95~ USING L = 12.00 ......... r·,··.• rpo7 '. tirirnr· I tp··· i::~, I!! •I r·,··t:t .... .C:.,J!17r,,1,,)nf.,1 ,.\ .. 1 \,,:, -l , .....•. 1.,:.11~.1.s. 1 :1J,11x : ... O(.;D (-FILL.EJ~:B):::: ;;~~7,!C4-~?9ut.t.f BC -23,J83.154 L/Ryy= 34.326 USING L ~ 36.00 WITH FILLERS K= 1 .. 00 F'e= 54,145.33 Cm= 0.00000 MA½ LOAD NO FILLER= 19,829,83 .. FILLER PANELS REQD = 4 NIN WELD LEW 2X - ITC ("fi:V'Fc,) r·,r·· , .. :··r1::,I': 1.:.•c·· .a"\L• ~ .. • I -.f.,. ,,I\.) 0.90291 USING TC= 1K -1 l/2 X 1 1/2 X .187 ;:~9,;:i<'H\.761:P!? Uf.;IJ\iG BC=:: :I.G •·· l :I./~~ X 1 u;:'. X .:l.3B lr:HORD t4T ,. .. ,.1··· "".,'l·ll··1 ·'.;! ' .,,J '·T"L F. •• . 11~.1'·.Ll , .. !"I'::. .• I, ... i ••• \.1\! /-·!.~' .. ; ! i::-•·.l" 1::, '···1r.:·1 C'l '11::r·u--, r .. 1,.\.1 , !-If·.,...... . ..•.. r-, -· · . t~iX I i'.11.. LO Ml :::: . IBDTTD.f-'l CHOFW i../R2::::: l . M .•. \/ T.i 1;, .[ " ''.' T J· 11'.' ,. .. , .. , ,~-("-' , JJ·i.l\ .!.,·!-.. J..JU.-. \\.,t t..· ..... r, 199.171 CHORD WT/FT E~ID PAN[L CHECK W= 308.49 FORCES REDUCED 10 8 LEFT Ehl:O L.EhiGTH 12,324 .. 49 AXIAL STRESS fa J. !:1, l.jf,$7 r: LiB 7 :, ~-~n<::i :, bO 'fc,/Fc·t On89:I.E~ t·-:10 162.711 TC OAL.,·Ryy TC= 11.67' BC= 20.71' FILL.ERB :ll;69:}.,0? 116,:1.::;;",,,67 ;.~ !f 9t~l) ,1 o~, MOME!--IT OF INERTIA= l~S.6 LL 360= 208.5 LL 240= 312.8 I• ·I .... ·~ ·1• r.•i ,r .. ,. t·11] ,.,., .. ,.,, ... ,.~,-. -· ·~ •••"•" I ••• , ..,·_ I L .::. '-!;:.~ .L ~--\ i::1 J 1d:-..o-::., _, 1:Y !f ,),.:L,:: I' t:1 / BC COMPRESSION CENTER I () l"· r• rl I ''1 r;, 1';;, F '~ r.; ·j>· :')i·,1 ·:!; C "I' lj ·~, J :::: , • • .\.1 ., t..-. 1 1 , .... \,, ).. • ~.. J ... , '-· r·, ... f· !'1/.;X EiC BRDG DIST :::: 18-· 0 l · · hi•'-' y• r• D{··· 1· ,., ] / r •• r r :--1 !. .... ':... t;:I L-1 , .... , I. L··· ~ 11.!FIA r'.t~ .. ~\ .31... .. ry:-,:l OT :-lt},) . ·: .... ~ :t/4 FOR ., l.,m: FJLLl:F! .. llryy BC COMP CHECK '"': r~•:, ,--, , ,(:. -~·:,\,)'-7i::• ·1 · 1 1i·i-1·{ DE",..., ''I·' ,.,_,,., I . .\le.·. ,\ .... ,:).1.t.:t \ii~ .(:.dt\t::• D(1ILY IMDus·;-p:r.i~1L. ,:r :!. t,1 TC= 1K -1 1/2 X 1 1/2 X .107 BC= lG = :I. 1/2 X l 1/2 X .138 kJ' ·1,·•r,•··, .. , C:"' -·~·, : I l'-U 1,7,t:.n ,:)./. di { 1 b,l;:: RH :i. 1 2 t;J3 lO :!. :1 :I :I ;·1 ;:1 11 :I :.1 ii :_:I :I :··I :.-·1 i:1 :·1 •:v .) ·" ··1 r, ., ., C) ,l f' ~ 9 :to •I •I • 1 •• 1. {>J··~ t1~1 \;\i6 t\!? l~l(3 [1.19 SE '·J.1. JJl'': .,.~. :lE :L :I.E J. -f?:: ., J. ,.t J. :1.0 l :!.;:, :I. :i.O 2 B ,I .. ,, 1 ,j,t} ,I, :J :'.) :I. ~1-, r4 j_ I.½ ~.j_ 7 ,,., .. H,r, i: .. ,: .. 1:. ... _., . ., 1·.c . ------WEB DESIGN------ ALLOW T ~CTUAL C ALLOW C WELD l !i J.l.¼4 3:1 ::.:s77 63l. ::; y O ~:: ~~I t.: ~I 04/;, C: !''l:C: ·:-,• \,,!, f._\\.l~:· ~.i !l 8!:=,~;i '',"r r;: .t .. u .i .. ,: 304 7/8 'f r-:~oD .125 1 X 1 X .125 .125 1 1/2 X 1 1/2 X .125 1 1/2 X 1 1/2 X ·I ,., 1: " J •. ::. ~., -1 1 .. :c: n J. J:. LI ~1 {,\ !i ::> 9 ~N~ ? :1 090 :l0,,8i7 ,:I.O!,B77 7, 09() i' ?I 90B 7,0?0 ?!1908 :L ,18:l.O :·::, ,21:)6 2.0 .125 :l X 1 X .125 ., .. , ,., , . ., ,. ~·.,· :L,(:HC ::J !f Z06 ----STANDARJ VERTICALS 5.:'.u 0 1.109 •! r., 1: u .I . .<~ ,,I .H)9 :I. :I.Ill X 1 :i/·'.l 1 )'. 1 X .1 :f./4 X •1 :t·1:: ll .( ...... , ~,775 11,022 2.6 .125 1 X 1 X .125 6 ~ 3f:1 7 !l()?O ~~, 9? 6 li !I l~;::E: ~~" 0 ,., ''1 .i:. u \. .025 1 X 1 X .125 .02q 1 X 1 X .125 X • :LO? X • :1.0? .I -DAILY ]NDUSTRIAL ' I ,., "c•1-' -· '· '(""·T•'. • 1c·1··, '''[ 1 I("' ' 1···11C'"l"Lf .r.11"1,.~ :; L,::.1-.1:.111·r i.1~ J ''tl\, ~\ .:1 l.. . .:. \ J 1,1· DEPTH 30 ·' r" -·· , ... r:.··- 1,1 .... :1, 1 5 SPECI~L PAh~LS SPECIAL 1ST COMP Il-.i-: .. : EFT DEP'f'H RE::a r-::E:::: RE:::: /'/B : I TC Phh-li::'LS l...E:::- . FIRST ~ALF LE= I FIRST DIAG LE= RE= 7-·11 :L/2 : I DEPTl .. !f.: 1..1::>: 30 "000 CENTERLINE= 30.000 RE:::: ~)O II 000 JOIST GIRDER DESIGN: '.I LOt1D (~ BDT!·I BF~GS 8300 LB CONC LOAD AT DIAGONAL TC PANEL PTS Uh!I FDFt'l TC U)(.=il):::: 0 UNIFOR~ BC LOAD= 0 ril-;:Ei;CTIONS l'-lD l'iEJ; l l:.12. Rl= +25,184.76 R2= +24,615.30 -------------STRESS ANALYSIS TL: F BC F MIN SHR= ·6,296.17 TL.::: 49 :, 800. 00 WEB F CSC WEB L I I '" I .~:. i -:, ,.,\ l: I 1:: ,., I f._\ t "'I ·' •J ,J ., .L !1:1.? I. :1.3 r1·:, ,1,l ~.:, Jll:: \¥ ~.· ~.!6 ti.l7 (!)/ :1:i_1..; ' •' ,.. I t ···~ j .;,;;1 'r'.-::, . !"!(:,>: T~; !.I r-.1 LI LI i .. 1 r . l. : ... 1 ····B~l!14?)' ···-~~~_:,, l!':i? ... :;_()6:184'.'l .... ::,ot> !• 8li7 ····:!.09!,t¾OO -:i.09,ttOO "··86, ~:f:.."? .. -86; :~:C.17 .... ;::6 !I 067 f;Gl_ El\!.D EI\BJ Pt-iL. It·HEF:IDF: 34,063 1.619 46,,88 (, .... ~':'. 0 69!i6(:)j_ ·/:.,<?, f;,6:J. 21,034 -47,75:1. -2.270 65.71 3-2 7/8 12,734 20,32:1. 1,,595 46.19 8-1 7/8 l. 0 :I. :a 3~1~; :f. 0 :i. !i ;:;:)~:·, J. :~ !' ? ~) r~!- i~J ;, 4:·:;l) 112,362 4,434 112,362 -3,865 106,437 -3,865 .:1.06,437 -12,165 {}b :i-(}9-6 -·1:C:: !I :J.6 ::·: 6 6 , 0 ::~\ <!} -·· :? 0 :, ::{,f.:1 ~:.:, --.. --SlD VERTICALS r, 1..,., -20,321 -1.595 46.19 10,046 1.595 46.19 ··-:l(> !i(ll~(.; .... 7 !,?::·>;:: ,.., ~':! :::i !I ~::i ~:I !:,:; 2:) !i !:\!:;:, -·i·:}tt ~I 9~r7 ::>~~ !I :I./.} l .... :f. ,,25? :L .. '7,3{, .... :l "':r·j,1 ::><:> u l.~? ::::6,. l}? -25,184 1.000 28.95 •I •! .i .. " .l{""t .LJ.-' .1, //C> 1.4-· :l 7/D 17... :L 20-·· :l. 2~:-.. , () 2:·:;--10 27··:l.O 3:1.-··1() "''l'I I .. )(:i-· (_, ,j I II J. / l.~ 1./4 :1./4 ... , .'1°"'1 .·.·:·;a COMPRESSI0~~· .. 109,~00,,22 l'-'il-)-X BC TE!,ISIOi\J::: 112:, ;·:::62. 6:t If'-..!T BC F'(-1:·,!EL L.E/'-.!G"i'H = ,~, .I\ \l l'IM,"\ 1- ·1 n::::?TH ":,Tf""t !,': ",'I / ,!J ._) :>· .... ..., _d/ ··t i...[:::: j ..... '? 7 /E ::.;----:1.:1. C···· 1 7/B ; I DEPTH::; L.I:> ~ro:rsT GIRDER i:iO .. 000 :·1 L.DAD (!: :GOTH :E<F;[·)S ; L111·1·····(·1···1·1 ·r·,·· · o· • 1) ,·,) \ •• i•• •• I·,,· I.· J.. i--f.1. Cc SPECIAL l~l COMP CE~ITERLI~E= :.0.000 WNJFORH BC LOAD= 0 RUi··.J Ohl EFF IlEPTH HE:: 1:~E:::: 3 .... -~-~ 7/8 ,·:.1 .... B 7·-U. 1 ,,, . ., ., L, , REACTIONS R1= +25,184.70 . -1 l··JD /'"lEt'i ···:;:;:;-·;;: ... ············--·~;~ F . NIN SHR= 6.296.17 · TL= 49,800.00 :1 I :.1 :_1 : __ I ~--1 :I. ,., i:. ·~'I .) 4 1!: ,., ! 0 -.,. ! I ~ I'\ l-\t,t:, --;:~? :1 ti() 7 ... , ~:~7 !I f:}i:)? .... B8!1 ?~:;,:.; ··-DB, 7:~l~ -:I.::.::)!' D~·;,:::: ·-1.1.0!,89;.:'. ··· l l ~) !' ~S:·~} l ... ,:I. l3 !154:i. ... -B9 !i ~:1::)::·; ,._ ;:: :;-' ~I O !:, /:. HM?)1 !l () ~:~i::i :~!(l FJ\!D i::J,!I> F!--.iL I HTEF: I ci:._ t;JEB F csc 0 :t ,, b~::r7 7~·~ !C ;;~98 '?? ~ ~:~98 :i.O~!t.~ lb9 :!.O:':-!,H>9 l:J.b!rb:l<.1 ll(1 :16l6 SHEhF: :;;: :I. !I ()::;I.[ ;~:l :,0~54 1~·:: !l ::.:-'::.,,-~ t.1, 4::)1.-1 l:J!, 4;y.J .... :3fie1:>!:, -49,213 -2.339 65.26 20,791 1,632 45.54 -20,791 -1.632 45.54 10,279 1.632 45.54 ·-l () !l ;~79 ... a!I o,~~:, 110,467 -3,665 8,045 llC,467 -12,165 -2~,212 69,599 -12,165 24,212 l,r !I ~:,~~'r9. ...,2c !I .-~6!:) .... ti<:> ,-~~~1 :1. -0 -20,465 33,923 -----STD VERTICALS 2~,184 -25,184 .1.277 lnOOG 4~1,, !:-,4 ~)5u6lJ r.:r:: ,::,, ~.t ,._i u 1,.I J. :2}' ,,B9 0 :l "000 27 fl 89 () 0 l,,000 27"B9 c:]NF F~EE~s I c:; .. ::==·-:! . .t ::·. !I 54 :1.,, a ;:=i nAX INT TC PANEL LENGTH: 48,,00 MA! BC TENSIOh~ 1:!.l,J16.39 MA/ INT BC PANEL LEi-~TH = ,, PP DIBTi'.";MCE () .... 2 H .... :J. '?/B 1l·· 1 7/B :J.t}-· :1. 7/H 1. 7···· 1. 7/B ;~o-J. 7/B ~J:J. .. ··10 :t/L~ r···1· i. Tnt,s:,1r--'\'1''l'";C ., (~·l·"'"i'"'+\'!''"1] • , , • • -~ J t. \, • ,,. hl ,J, \--I \, \,, \, ,\ fl , : MEMBER SIZE3: 30G6~ITT.3K DAILY INDUSTRIAL P rod.u c: ti::- G:!. El Pi,1s,.o r~1 r·· I, .. i' !'H),000 .. 000 Fb .... 30 !I 00() 11 000 BE!\!DIHG LOtD (). 000 i~:;t;t !MED FORCE .... :i. l ;5 !I ::~;.'} :f. ,1 8 ~:.:,2 ,.. DtJH.:I.DE DE?TH ; I F:C ::: ;Jr:: : AREA= 2.0900 / ( :,; ) .... 30u00() TC · :::: liJ. ... --(''()r·,•-,r::· ·~-"!"'') • ("' ''I'• .,.,..,_ ·ta ·,-rul ,, Q c: "' }-:I .... nJ.,.\i:,Li.: . .\. L ... ,,-l,., ;~ ........ J.-.N~-~,.,,·J . .,\:.,'l,,,!: ; · 1.../i:(i; a:: .:3B .. 6:!.6 U3I!..,!G L. :::: tJB,.00 ·~· L./r~ z ::: 30 ti 34 l u~:)I J,IG L :::: 2,1., 0(} 1-. F<:< :::: 2~)!1l!:J.;~!n, .. 7 l.J:::;:r.i\IG L./1~!:::: lJ7,,0H i I '\'I' V I lj" I> 1\ (!""I'! I !'"l'"d~' .... , •! •:• , ''9 ·:• '!' :-$,f-1/\ L .. '\ Mi./ . '',f,I ... J, .. ::.·,1,;:;,,1-· .!..1,'-)!,{:>r-./. ,:._,,, · FIL.U~F;: F'h!·.IEL.E. F-::::;;rn c:: ll A8SUHED EFF DEPTH= Ryy -1 .. 84:!.7 Rz G,,?~l:tO j_ ,, ~:~B?? :) 11 6 ~7'00 l11000 L/R;y= 47.001 USING L : 96 .. 00 WITH ~ILLERS K~ 1 .. 00 F'e~ :!.00,140.77 MAX LOAD ~ITT FILL.ER= Mihl hJEL.D l ... E!',! '..::X ."'' Cm:::: 0 .. 00000 1.0.-1:, l:l.6.7:!. 01,B:J.~, 1·1TC {f,,dF.;t) , ' T..:('' c~· · 1'.'r.1; ~~;C· _ _ .1., .... , ... T l\1.. .... ,., 1.0()9t.t0 lHiH!G TC.::: ;'.\:I. ·-14 1'. t!, X .31.2 ~7,898.A6009 JSING BC= 3E -3 1/2 X 3 1/2 \I °*:' •I ':': ,I\ " ,.) .J. ,{, :::'I CHOF;J.) ti,1T -1,234.544 CHORD WT/FT I • , . END PANEL CHECK IA··-3·,,, l'"··'r· : .. l\ . i·1J... "l .. '!'05 . ..i · Fi.i ·/' b ?t1HE!... PT PT:::: J:.l·-.!D PtiHEi... CHEC.i< l.1J:::: () LEFT El.Ii\ . L.El--iGTH 27,807 .. 2:1. AXIAL STRESS fa /"•, ,.., l~ I" r.: '~l " .i, 1'": ,·::. \,i hiCl FIL.LEJ:~S : I r-·:i:i;:;:; r P/:JJ\JEL c1--1i:::::;1< .... LEFT EJ,m LEl·-.. icn-: ,· : ·AXIAL LOAD -27,808.00 ~XIAL STRESS ta ' F ~:1. NH : :t 9 :1 ~;:'. :i. l "f.,l¼ F '(~1 i ;;, J',I.,,) 'f·:r-ii;. 1... ,. '1 t.i.,,, \ , .. , r:--~·, F '•L'"""! Cl''"'"''!' ~ _, ,~,>: I f':1f... L.D(iD Ft, ,e L, I"' ... '·If"' r'o"I' !· 1 l !.I .' i·li' .:.l.. }" I ' Cm '---Pf:-1\\\E1-... PT:::-. !:' .: '~'I •J l .J ~ Q,.).J. "C,'t '. ·-1FIF:ST P1~l,./EL (;:!--1!::J::!< -· L AXIAL LOAD - Fa ']" !· -t:<(l'""l'Qh-1 C'.!--'("1f:•n l -'!"-'-,,:::: , .c .. I l"l •• I • ,_ , ... , " ... ~ "AX BRIDGI~G CHECK MOMENT OF INERTIA= ·~_:I 011 0(; (l"O(:iO F: :;:G!-!T EHD (),. 00 0.9?() i"III> Ph!,il::L.:::: ;:~7:,0fS5uOO :I.~? !I 7 t:? ir !::,3 0 "()<) (i'.O=:>O l1lID Pt:sf,.!EL=- TC=:: lB. 88' 1, 7!7,:i. "i~i j·-.. ro FIL.L.EF~S LEr,JG f'H F. (·? TC :J?'1L/f-(iY BC== 36., 8~) : LL. ~:)f:..():::: :t :r 0{:,~) It::; 36ut17 !:.:, ~r 7flB,, ~:~4 0.00 ~=;i :, ~::'BG,, ~:iO 66 !• :~~8:t "o~:.\ OuOO L/F,;:,:: o.oo 46,161. !::1f:.\., 6~1 !71 !' 6~}:f. u 76 '?l::9!~17ui.1~5 0 :,00 o,,;~at:i L. ./ F'. :::: ~.i' 1 " ~I B RU!\! Or,i '.2·-23·-S'l, : .... ,.· :.1 :-,,, .... .,., .,)r.-r·--,.8, ... .,, .. r._,,,,.··t .. .,1~ "''! ,. ,~r..!~, .11:;,;;.,J.,1•,!r, ~)',.i .. JOi''ll:..,:)', I:! •• i D1UL Y IMDUSTfU1~L TC= 41 -4 X 4 X .312 BC= 3E = ~ 1/2 X 3 1/2 Y .312 t ll l''l.,.,,-r-, ··.·, J\ .. l' ,\:•t~I'\ ' • :,1 ,, ·;._> ::~ ! . . J. ¥~ .,. " - i. 2 ttJ3 31 (i ............... --l•JE.B DES.IGl,l ........ -........ _. t1u .. m,.1 T r--,cTui:,i1 ... ;:~ r-=-it..Lc\i.l c vJELD r Ht=: r--11 ... iGLE 1·..Jl'l!TiE 37.875 0 24,572 1~.5 .162 2 X 2 X .163 79,386 49,213 52,394 17.7.1873 X 3 Y .227 WEB W3 -FULL THICKNESS WELD REQ'D ,., ,. ! i I: ~) t,JL} 2 ~:l 1 4 {1\< ~~ ~~ :i. 2 I:! :l.J l I. I.,} {i.(7 2~? :t 7 !i,17 '.2'1. :L C, 0 :I.::; . .i 4 f.:r::) :2f.: !, 421 l\ \i 0 J.0!12'?1:? E!,(;;l~~I B:10?:i :2:t,:Ll~,} 2~no9 .. , ):: l n t,I ,. 3.B? n :J. 4~5 4,5 .156 1 1/2 X 1 1/2 X 8,976 3.8 .143 2 X 2 X .143 •I t:: I fl' ,j, ,.I(:} HJ 1 1·1 , .. {'"• (1)6 ,.I f;, 1·?99 t.} ::·:: !l 32 ~} 0 2., l ~~:5 24, C:}?0 6 !i !:1'?~(~ C (\ • .,111"\o' .110 1 1/4 X 1 1/4 X .. 125 ... 9 \!.I~, ,,.,,., (1),~i ' .1.tJ i ·u. ,~1~; ,I 11 !J•I :·11·-... ,.,. r -J I!! !. u•,-, '. .,, ,., ·..f.t .. :.I :I :,I '. (I I_ •• --1·, .. ; ' L. ;···1 L_ __ ' 1-,·-, '. L .... L_I, (l 0 2lJ:,212 1::-:, -,v1::,.., ,,1\,;1 :f '-' ,.</ b.1::) , ....... , FUL~:~_,TljJ:~l(t,.!E:? ~!:1::Y Fii?.O 'Li 23 ~ ~ ~~,~~~ ~!,di~ 0 24,572 l ~1 1 ., ----STANDARD VERTICALS ~?, 2?,J ~:: :, ~::?o ~>, OE~(; ~-~, OB6 1:1,,:i' 2. () :.~ .. o ,/227 .163 2 X 2 X .163 .143 2 X 2 X .14~ .)76 1 1/~ X 1 1/q X .109 .076 1 1/4 X 1 1/0 X .109 ...... -.. , I ,~·,,,.,, .. ,r,,··, ···!·IA, , .. , .... 'I',., "'" f' I" I •1" ... , " 0l~~OQ H•MLJ~~b~ ~UJ~~J.~~ ,---!Jf:1L Y H,ir:>U:Hl'(U-)L :·1 ~t.-q ::' ::,:·" :~-r1 .. 1 .. L 1,.L L .. IJL, ,. i ' , .. ,, ~ . r.< C.. P .,~ !·· i! r~ J: .... l·1 '.J.,.,.J ,·-· TC P{!J!··.JELS i 1~1·1--,~.--,. ,.,,, , ... , l" . ·•,;:., I "1!·11 •• 1· ·· r:-IRST DI~,G L[:.:: LE=== ! .. [::: LE== J9-· 7 J/? ~:; ·l .i, •J ....... l . :. l ,.:, :t/2, .... ,.': \,) . .C. I.S.P. / MEXAM, ·I~C :OEPTH F:i::>: ;:(E::·. '':I ., • ") ... 0.L.1 . c~~rERLI~E= 30.000 MULTIPLE ~OADI~~: ::. /~;~ REACTIONS R1= 020,750.00 R2~ +70,750.00 ~IN SHR= 5~iG7.50 TL~ 41,500.00 ! ,-.,-.!!'\ : . ---il .. •I • I. B ., 9 I ,t 1•. • J:; t .1., .. ,·,·· :l.:i ' • 1·1 ; .! .. ,:. .!. :::i -··1 ' L-, ·:,. ' .. ~ I~..: .:·.,·· ' , ___ · ~-1· II i V .1. ,,,., .. ,, rn : L, :·· ••·2.:!:, ~I a:t ,·:) •'"1 I r•1-! "! -·· .,·. r,:. !: \).I.··: ... ,: .. ~;:· :~? ::.~ :::. "" 1::i ~:} !i ;,: ,:j :· .... r:;"".· '",;'{.'.;!"· ;,,;,_. :I , .. ,\,.• , .. "" ~!:, ~;1 !C ~,: !.i :~ .... (; 9 !• :~:~ ,~, ~5 ... ~,'. t) !I ~; l l: •H• ~=: {:, !I i:) l i~:- i:~ ;-.. ID F' l··-.JL. ,•,••/ ••1•,•M,. ( .. i .. ;,. !i .:~t~' H::·; !l :.:·:.t:=-::· f; ~:: !l ::~ a~:; ~.)5 !I :l (.i:L !:: 1:~ •J .•"\ •l ,,it.t!(•i.1J.I, I~T TC PANEL LENGTH~ -· F :l :~~GO -~•8 !I ~:\00 ... ·1<=>:160(J ., .. J.t,t.>00 0 0 ,:.· · .. • liJ•;.•\ .... j_{:;i!, 39~;r :l.:E\ !' ~~i:?9 /\ \.-' . "\f.:~r-l .. •, .. -1 .... •-•:I. II ??~I .... j_ n9?!j 1 '''""= .... 't: :;· i •.,I ·-·:t ,,B99 l;JEf: : .• r: ·:v ,:: ·> \,i,.> .. ,.<.s . ~j ~-111 ,:';,i !j L: !:: / !:: 1,1 1_1 11 ~:;, 1,1 f:' r.: l 1:: ,.., ,.i c C) ... , !71 ~:_:! u f.) ~I c: r: .·· t: ... , ,.1" c;, \.i O·--'.? :; ... :L :I. 7.,,,1:1. :i. l --· :I. :i. :I. ~\---:!, j_ J. 9---:l. j_ '.i\3-· :l. :I. ~~7-:l.1 J .. /2 •I /I'\ J. / J:, 1./2 •t /I'\ .,.,t .t:. :l./2 :fi .~. •r ! V T l,,!Y\:; •,•rp 'f ,•\j ,. f..~, ··1"1.t,_ J J.!·-,u~"\,,., J "i.Lh,_ !,~;: 1 .... I. (... ... I 1•··· I .... ' I I J , .. , I' •1• -. .. .t,r-i,:)E. , ... 1::.i\ib I,' 1.<,,f.\,,,,<,.d,lb LEr·,IG·TH '.~,--. i~ ,.· I-;C PtJ!-.IL.f.~ i .. E:::. ·., TC PhhlEU3 ; ... E:::::: ,; FIRST HALF LE= !. FIRST DIAG LE= :.>·:J.:I. :1./'.Z ::;--.. 11 1/2'. ,q ... 0 . ., ... , ' ,\ .. . -,.· . ri1::!:n F; 1..:.::-" ::;o .. ooo L MULTIPLE LOADING~ 30 I.S.P. / NE\AM, Ih8 EFF :)EPTH RE:::. RE::: RE:: .. 3 .. ":1, 1 •-:, -! •I \.)-.! .. !. 7 .... J_J ., l '';I J.-' .c:. •! ,II'\ J. ,l .(:. ·i I''': .!. l .~: . 4980 LB COh~ LUAD AT DIAGONAL TC PANEL PTS . . 1:;:;~· /., ! ,. ·r r'l~ 1-::~ i ,-..... , .. , .... J,,.,,,., ... .. · !·\iD ;i:::;·=·! ., • .!. i ,~-~:·; ' .. ·. ~:> ~;.J l~ ;_:_·-_, ~. l:, (:,:j -------------STRESS TC F BC F · .l ~-~, 06{:, ... :;, ? !I {)t:16 .. :)J. !I :l60 ,. :::,i !i :J. 6·:.~ .. :::;? !f ;:_:1;.?~1 0 ~? lJ !f '.? 1:i ~:j ? ti !I }' ''i' ~:I ::.~ ;:\ !I ~:! 2 ~:I Mr• 9 !I ::, ~) :::-' • ~.) () i~,l···.lF'iL. "tS .;: ~:) J.l¼!i :J.9:t .1. ;iar79 -.. :1,4 !Z ?!:,\;, --:t n s::7~:I ·:v .. , -~.,, 1:: \,;. !1 l '""' ,._1 ·:v "'·''':'!:: ,.~ !f / \,) \.I 0 Ci . ? , :;;7,:r' 1,1 9·7~\ .... 7 !l ~:i?S) .... :tu 9?5 li fl f£,:l2 l ri 17'7~5 j~!,61~:·: ... ,:t "97;~1 l1JEF.< L ~)~311~:1:l. t7J~j 11 6~J ~:.k~1,, 65 1::r.: l 1:: ,.1 -..in C.\ .. ,I TL=:: :1.B!i67~71trOO o .. , 2 7-·l.1 :I. l-·1 :I. :I. ~.-u. :I.Sl·<l1 ., ,.:"') j, / .,(:, 1/2 ·-::~l :t j_(:_,(: .... :·:;1~1l60 ., j_ ~:~ !l (}{.:f.:. .. :l2:t0l:!. 1.973 55.65 23-11 1/2 ;.,'Li. . . , \,. .1..,: . ?'.i Ei{O 1:::1 1,.J2 I=·-!TERIC~f: 21,795 -3,735 7,379 24,795 -7~470 -14,759 0 -7,470 14,]91 -----STD VERTICAL3 0 (; 0 Mri.:< ., /'}"'.'!!: .I. jJ :1 / \,t .... :1.,. E':?'.~ j_,, 000 :t uOG<) '~,!71,,fS~~I !:,:·::;" ~~ l I~IT TC PANEL LENGtH = X:,;(:: T F)·,EJ OI\I:,: T? ;, l~,2 ~In (i .'2 I~IT bC PANEL LE\GTH = ;·.,·: ::..,_ __ i.-,- !'"·: :;~,\ '../, ,,.,, ., ?7·-11 ::;:l.-··:1.1 ·3t;, .... :tl ·1 /'? ., ••• I. .. •l _s_..\ .i .. -· -~=- .,:, .. ; ' ' . :: . ,., . ,-, .. , 1-.-·. r·-', ;:) )\ ::.;-J;;) •.. ,, TL V .•. ,. nir··-··n·, ., .. ,., }_{,.-. :.:.: 1 : ,_·::_ '" •• -' l ', ,:~. : .. ·_,!,~-, ·r· I;_··.: ! I"', J. I'-! i... ' •••• 'J: ... . .. ,.1. 1 l . .\.•/-1,,1 ... ___ ,_,... 1 li.,ur.:1,, .. J\lG i .. -... h1b 1· : ... I,, 13 .. r'.-.. DEPTH 30 '!"!,.!.-, .,.1·1L.- EFT FEF'TH RLH·-1 DH r.1· ,., BC PME .. :~ J...[::: ii·<!. :I. :I./'.,: t.\ ::;PECitd .. R[:::: ~;, .... :J. :I. l /~;~ ·-··-TC Pf.:rhH::OL.S ! ... f::.::: :.::~ ···l :I. :t/~2 1:1 FIRs·r ,-!s'1LF L.E=== ,,; .... 0 ~ FIRST ~;AG Ll= 7-:1.l 1/2 CENTERLIJ\E= 30.000 j'.([:::: 30,, 000 11-r- l' '!() 'l'r'"'' ,••. ')""<l\)"'I"< 1\)'","" !' ,""·• 1 .. , .•.. ;:1 I .. .' .1.1·11!.11::.n .,..>r.:.;:~.1. l..'.11-. ,; l O-' Y\ r, \"d'>'TI' 1·,,-·,r•r• i ' I '·1 ... 1-1 .v '~-.l:·· 1,J 1 ., ri~ ! \ t'}" I UI\IIFDl<l TC l ... D(i1f:::: 0 Lll\UTDf~i'[ :m:: L.DrY(i::: ALL L8~DS SHOWN REDUCED ~y 25~ I r·,r-· ,, l"·T '!' ... _, ,--·· •• I " , , .. "" •. '\ ,., ' 'I ', .. r•, ,.. ~ ri.. i::. H \ .. ,; .. ~.:) \ i:) j·\ : .. :::: .... i" .. \ ;\ (°;) d / n ~:i 1,l r,: .::'. :::: ---l.( !I t.:, .;;;! .I r, .::i 1J I ...................... -N ................ _ .. ,_ ~::-TF!E~~B j:~J·· . .fr:.)L Y~:1 IF; L l\iD vff.': TC F _ . DC ,-E1H1:J1I? •! !"I ::: \• .,:. 3 II -·, i~I :.=. ·1'1· ;-,; b hJt.:- !~-,-~ 8 . -,· W}: ,-,, i· -; ·1 r-.,. , .. 1_ l? 1_:1!:057 {;,, !I ()~.:Ii' 1. !:~, {:)i-'i:2 l ~-.=i !I f;::t:? :I.E:, B::J·? :t ~I !I (:_ilf? 1 ~:1 :• l, L} ~·:~ 0 .... 1 ~: !I L} -~-~ '? -· j_ -~~ !i t:; {l ? .... :J.8:,J~;-,::' .... :f.8!1B~;7 .... 1 B !I (!~)'? . -·:1.8, fl~)? -l.~':~ !l £.}47 ......... _,_,.... ~3 TD .... 1 !iB75 ... ,:t :, B7~1 /\ ., ... """\i l :1B'?4 z~ :, ?,~.~;> 0 {>JEX-:: F CBC .... 7 !i :l.2r'i :? :1 ..'~!)9 .... ~~ !• ?:)4 ~::: ;1 ·_;· ·J tJ, ,.) lu89? .1. 1: 9?~} .... :l 1197:1 .... 1n97~5,. .. , ...... ,, .. .... l,,":>//~i. ···· :I. u 8'7}~'1~ :I.,. 000 :!. ,:000 v.!EI< L f:!l!: I!:: ,.1 \,1 11 C) \,I 1: t: , r.: ~1 1,! r. ()o,.I ~:i:,#6~1 ;:_\~_:," 6~1 J-:r·: -I ·' .{,.011.l.\'.::1 0 1 .. 000 28,,16 0 II (;(.i HC TF~·-.ISIOt-.1::: 0110() :·.1 L. t:e· LI' ,--,, .-.~ !". I ,. c~ :·1· ·, ,- L r.-:1 fc I L· ,•I.J.,\I . !f'·~,\ TL.==: .... 9 :1 ::)/·'!:1 ~ 00 () .... 2 3 ... g 7·-U :l :1.-:l. l :l.~,--:1.1 l9-ll ;;:3 .... 1 J. ;::'?-l:I. 3:t-·H J./2 l/? •! /•".~ .,. l ,{.., •l _1:", .tl £ . •I ·'·''1 .L.' .c:. ,j I,,~ .1,/ ,:, •I ,1r•, .!. / i: . r;Il1 :1N3 :~+18 .. 31{ (,~.:: l '. 'l'jA ., ...... , 'l'(·f''''jl'''J'l",'I' ·-1 · .i..11 •• L i .i •• \,\)L. ,:, r1,,.f·; ... r., Fi--------MULTIPLE ANALYSIS SUMMARY C· 'MEl'i :1. ~. f".,. ' .,:. 1·· ":t i' , .. , L '+ i:: ::Ir.. ;_· ,.· ,., !; ? ,.. cl t,'.°'1\ f) i.. 1 !) t·· ,f, \ 1 •• , •J ,f 1. J. ' -:I.~:: ['·,.,.,. (. . .. \,) ,_ kl t ·,._ .. i--, '-· ( .. ,A '. ,-'I ' l. ·:1·· '. ' } .. -..; / ,. cl ~:~.: ' _.{; ,., [·~ ' IC TEN TC COM BC TEN BC COM {;) !I ()~_):.7 .... :l6 !l B:t4 6,0!~•7 ·-26!rB:l.li :I. ~:.:, !I {b 4.~·:~ "" 6 9 !I 2 l¾ ~::, "!. !.71 :1 64 ~:: .... 6 S' !l 21.i 5 :i. 7.=,!,(:,l.}~2 1 ~:( !i 64;2 (:.\!,0~1)' {::, !•' () :1 :? 0 '\ \; ·--a::;:, ~)BB .... e::> :, ::;BEt ---f.) ~r!1 ~(:~1..i !:t .... c,\ l:) !i :? lt ~:, -··26 !I B:t 4 -26!1 Bll! 0 () 0 ., ~-~~5 !• l.OJ. t) ::.:, !I l () :t 8~:i, :·:38B B ~:-~ , ~:·; _8 B B~):tJ8f3 B:3 !I ~::BB ~.\!~1 , :lOl ~:,~7'!1:I.O:l () () 0 0 0 .... :t. ~: !i ,:tlf 7 , ... t ;~ :1 l.j,.-:.~ i' -· :i. H ~, a~:-? .... :1,a!,B~)? .... :J.8:,B37 -··lB,B3? .. ... :.2,4lJ7 -·· :!. 2, l¼l.J? ... ,o 0 l;JEB TEl·,J ~):!. (( 5~'.)f,.\ :I.O!l~·:l.}9 :i.0,2i¼9 ::·;!1".704 16,399 r• ., 0 () \;JET:: COM ····/,:t21l .... ~3!17Ct~ .... t,b, :3·:;)::;} .... 2 , ~; :t t:1 0 -.... 7 !1 :f.?lf ., .. ~::o !I 7 ~)(; 0 ~;,~ 1, ·1· r 1 ·t· ... , .,. 1·· · ·\"i (" • '> : ~ ,, .. 11• \, r· ,}. \ I j" • 'I V J., •.. ,:. I !;•\ • ..... 1<:!,i. ;:, \. I ., 1 .. \ ... ' i:l .. k · MENDER SIZES: 30G5N8.3K G2 11 Fy ~.\(), ()()() "000 BEJ··.JD:i··-!G L.01~D .. "l(l"~s::·T,··,;:· l:;"L~PTI .. ! r1·1 .. , .. , .. (, ......... ,. s. 1 :~EA: 3 ~.4380 y ( :;, ) ... R:,; :l .. OG2G ·ou9900 , .... , ;J.I. Fb 1~1S£1;Ul'!ED FOF'.GE ASSUMED EFF tEPTH= R1; -1.6328 Rz Rz. -0.6900 Ry; GAP BETWEEN CHORD= :rn !I 000 • 0(),) l110Gt) EFF D:·::PTH ::: rl ,··,·11~·i::,1::·,·· ... , 1:·p L ,., .,.1.i) 1"('-r I , .. -\ .. 1,, ... t.·, , ... J./ .{JI··... . ..... :· L./f~x :::: ;~.Jl.j" ~){>:~·:~ !.JE:~Ii-.tG I... L/Ryy= 52.12~ USING L = 96.00 ,. -· L..,-'1::;-z == :~~lf ,1. ?E:~.: U~:; :r l·,IG I... :::: 24 "00 l< ::: :I. .,(;(:1 1 .. 1 F o\ == ? .. :; ,, 7::;f..,.? l..H3 I 1··,IG /. h·,.--.\.' '{':J-.f'• ,, .... ,., I 1 .. ·F·,·-.\ ... !-' 1·_,~:/\ ... '··:;-::·.:::! ... \ ~ J.1::· :: :. '• ;.::..:: ;: F'e= 75,879.27 Cm= 0.00000 MAX LOAD NO FILLER= 87,866.67 ·· ,·.~u .:.1\1 i ,.: r·: J. Li!·< '.· .I. I... L 1:. ,,: 6 I , .. , !"" .. , '(\ ..... ,. • \ j" t I!\ t V-} I·-. ,. J ·-. .. • L:. - I" ' .. 1 EJ\lr h::;;-.IEl. (:l-1ECl< ! 1 i~:XIt::JL. ;_{'.lf":1;) I,' 1 .. ,:\ _ -/'b Ptd\!EL F·T .. ,., .. ,. , • \...l,1 ;·. ' ,., •· 1· !('") .... , .. i., r·H ·u::t. ! .. , ::: USING TC= 3E -3 USING BC= 33 -3 972.143 CHORD WT/FT END,FANEL CHECK W= 0 l ... EFT El\LD _.. ;~6, E::ttt u :I. l .... ;;~:l,l>~~~.=.116'? '\'1 .,. 'l"\ I i.U.1 RIGH'f Ei\iD 0,,9?"? L.EJ-...IGTH LEHGTH F'1,: ·/'b !'1ID .... Ff'.)1J-..JE/ ... .. _.. ·:~ ,··\ .•. :, X ::; l/Z X X ";~~10 --:: •! r,: '* .,_, ., •• , .. .t)!:{f1itu86 t}i::; !'• ::'.Ji:J 6 u ?~:;; 1.../R:-.:: 6,,41·~.B(:, E;Lt !l l}Lt6 ,: 7::·; 0 JI (i() l'I ID Pi'.;l··.i[L.::: F' ::: L.LEF:~, L./F;::: TC::: :?<::1 .. 09' ;·;, TC TEH~.: I CJl· . .l SH:ES'.3 ::: l}, ~',06. 6{, -~~ BC COMP~ESSION CEWTER ,..,BC ,· ! .. -1,~ i. : !",\ -·· ~ , . ' L·.,.: 1·1· ,,: 11'!,'.;Y •• L ,JI"!.-, ,. rl{-l}:'. BC BRDG DIS1 ~ 20-6 .BEl::G ;-:<~:-1 / r;z· ;·,.. o·f: £~00 l B, 8::;?,, 8{::, ia~a::1?11~36 :l./2 FOR ·-:-.r-a I 1:: 1 \.:-.-c:. .n O .. .1 i~, L. I.. 0 [;J ::: i~L.L.Dl;J::: l /:;. !I l,} ,:_:' ~5 11 3 ,·:t O !l ::~ {:~ :;:~ jl -~; l\HJ f I 1...LEi~! FI L.L.EF: CHECK ,-:1 : ·1, ,1 i::· y:{ 1) !::· =-~ 1· 1·.; i~ i· i ·-:1 () c--!:: I· ,c ..... I<' ; t, ••.. I. .\ i::. ... ... ! .. , '" .? ,.I •. ,, .. , " ,.) ' , -' D{f:: LY ::: h!DU'.:-TIU t1L , ... ,.\ \'l,' RUJ,J Ol\i ~;~ .... 23 .... · .. :'6 i'· I --, TC= 3E -3 1/2 X 3 1/2 X '":'·' , .. , Ii \,~.i.L :.· '"I [\IUMBEE bZ '. 1 W2 1K 2 B 1 2 W3 2A 2 B :I ,,, ,:. ;I ,·,, ' i :1 ,. ' i:~1- (f· 1..:·: )I: .,·;: 1.,,:_ :, •• >. ,· ' r·,·1 -.•, I t.:..:. '. __ , -l {1 •! .f. w .1. J.O l ------WEB DESIGN------ ACTUAL T ALLOW TACTUAL C ALLOW C WELD THK ,.,~ -•l,''• n ~) !I / J)i.½ 7,124 11,593 11.4 .187 1 1/2 X l 1/2 X 32~798 35,486 11.8.1872 1/2 X 2 1/2 X l B !, 9~:i? :::: !, )'O.-:+ ::; ~) !I l1 !:,:i l :t_ /:, :1 ~:) 9 9 :L .-+ ~ b6 !:_:I ~-:~ !i 3 l !~1 :l .:.1 :1 l~f.:. !:J () :I.B, 9:37 :) !, 70!! ~1 !I •7:::::5 ::; !I)';:;::;. J.i:; ~ J.J.6 r.1 !I 7lI8 I I) {1 n C.,r 1: .' ~I 1: (J. ~:, It 6 7 .,B 6,.8 .163 2 XL X .16~ .142 2 X 2 X .143 .. 125 2 X 2 X .125 .. :1.25 2 X 2 X .125 .142 2 X 2 X .143 .. 162 2 X 2 X .163 •I , .. 1°".1 ,, J -:·, / :l0,2l½9 l0;,~:::4':.) - :3, ?()t~ :J:(,!,::)?9 7 !, l!O'-? ~1.q !i Ob :t ::J;:~, ?':tB '~'I f!: 11 :~, I d -...1 !I 1·f\;;t\:1 1lu8 1 :I." 14 .. 187 2 1/2 X 2 1/2 X .f87 ~:·:ij_ :1 9:'.)6 ? :t l~~L-} :I. :t !l ~.=193 •l -l .. , .. ~ II .I.Ct/ ----STANDARD VERTICALS 7 ~(190 7 !I () ,:;-() •I l .' .. ,.1 .I.:-, OCi.l :I.:• 667 .:1.25 2 X 2 X .. 125 1~708 2~0 .. 056 1 X 1 X .125 1,708 2.0 .056 1 X 1 X .. :1.25 1,:,·1 n \.,• l .·., STRESS ANALYSIS: 20G3NB.3K G3 ·-,, -, Bt1BE L.Ef\fGTH :J.7 .... 7 :>.IB I,,. f:· ~i--,· <, 1_.1·_=_·= .1.\..• ft. 1--··· TC Pf.ii··-.iELB LE::: • J--•• r•,;:J I h!•Jl. .. · ... c:::: ::i-:1.1 1./;~ :;; .... :J_:J. :l./2 DEPTH 1 BC PANELS AT 8-0 EFF DEPTH l? RE> F(E::: lj-·-0 ·1 ····r,1·,r,-,· ,,.,, 1·· Ir-- . -FIRST JIAG LE= 7····11 l/2 RE::: m>, 9 .... 7 7/a I r')···i-1-· '" • J. i:~ ··'. hb . 1...1::.== ~~() II 000 20 .. 000 F,;[::: 20n()(.)() tlULTIF', .. E ··1 ~ JOIST GIRDER DESIGN; . ,~ LOf.iD ~! :F·:DT!f Bt':GB 8300 LB CONC LOAD AT DIAGONAL UNIFORM TC LOAD= 0 I' .",._, !'"'' l,i,._;, ~~ l1.J~) fJ l,j~~'. Rl= 48,707.75 R2= ...... --.. -----···-.. -···· ........... _ .. STl:~ESS TC F ··:i.0,9:l.lt --1o!is)i,~i --:l~:::,9?ll ·· l ~~ :i 9/' ,::;. BC F 0 :22 y li;~{3 ~~;::, lJ ;::B -.. o r, \.I -~ ,? ~J E~):2 II:,: ~:i P.;J\ii:,L Yl3IS ~~HEt-iR MIN 3HR= 2,176.94 li , ~;: ~:, 7 lJ f::t::'",I 1i•:: \,,I ,,I/ :J.:I. ,B2·'? ·-l ~=~ , :::~ Es ~:) --·:l.G:, :1.6·.::-1 :f. ~:~ !I !) () :~~ r·r:.~r· ,.,, .... ,\ ... ·-2tl ?17 ~1.1. fl 6~? .,. -----STD VERTICALJ ., ·1 :::1 .I ··1· . I ::I ~·,, ~ ,: ···' 6 ::;:_,i El'-ID EH.O Pl'-IL ·1·c co;~·1pi:::Es,s1or-.. i:= .... 1~: !' ';)?{1 II 7B n-.r;· TG Pi~d-..!EL. LEHGTH :: ., 0 ," '• . .-' ('· ,.I 1.000 1,,000 0 II 000 19.00 l r;• II 00 0 .. 00 i11t~.>-: HC TEJ\iBIOi\f:::: ~l2!,lf;~fi .. ~?O Mt~ INT BC PANEL LENGTH= PP Dn?.:Ti,MCE 0-·· 2 3 ... ,1:1. "?-··l :I. :t :l ··-:l :i. :I./~~ :1./2 ;1· I '":•J;•t.::;r.:• . !Hi. .. , •. DEPTH ~ .. ,, ., •. l .... 7 3/B :1.7· .. 3 ::3/B .. , DEPTHE, Li> 20 .. 0C0) MUL.TIP: .. E LD/:1DING:: . . 1 DC PANELS AT 8-0 CENTERLINE= 20 .. 000 EFF DEPTH :I.? RE== l~ .... 0 RE=-: ~~O ,. =JOO .. , ; ·•r,•1•r,·~ ..... ,T,V\J'"r:, "1-,-.-,·~,.! \.1\.,.1,.;::, I \.1,),,'\.t.::::.r\ .1) :;.\:l.tt:i,-.. ;; 4980 LB co~~ LOAD nT DIAGONAL TC PAl-EL PTS i· ,LOAD@ BOTH BRGS. ! I -'•T'-V-·'J·"r··,···.•.•.-,, ("'ll("li"•'''-1 ('l"I1'"· !-'··'11'"•,'I'::". !'·!_·(.'1i·1 .• ·1,•~·." •• ]·.·1 .,,,... ·.·,· .. ·,.1'.''.']'!··1' , .. , ... I .. ''"•'"•!"'''''"·'''"'' 1 ,, ,.,._ "f'"'' ll'''r(··,• 1 . f"I . ..J.\.f •. ~.,.1 .. ,,·.11·•J, ....... ·,~v L,.·:·J . .;,:~ 1"1\~:, ,\ \ ... \,1'1i'"i"1,-:.·i;,1,:;:,J.Ui\t i·J[\u s::.:\i\.:.•.1..Jl\J I::1D-D IT I ~-~;"--.!i~iL CHOR[> L.O;~DS til;!E GJ\IL. .. ( {,DJ)ED TD SUMMl·:iRY ···· t,JOT ':)TRF~3S ,~1t-..J1~1L. ·r BJ S . ·.,,t,DDI';·IUl·,ltiL TOP Cl .. !CH~D l.Dhii ?'.:::00 ;· _ UNIFOR~ TC LOAD= 0 UNIFOR~ BC LOAD= 0 ;· .. I '. ;··1 .. . ' '~, l • . ·:1 '. "-· ·,, l~c: . ~-' :·1 .I., 1 I I :": .. "• J\I;_\ t-11...J... ! ... l.•, 1\/s/ ;;:l=: ·}·3~, ~;11B"4r;, F:;:~:::: .. r-::·:,:1 ~:.;:_:i:i." ~:1:t -------------STRESS ANAlYS!S Tf"• •::· i ~--· 1 .... 4, 'J:!. :i. ---,!} , ~? j_ J. .. ,.~!j!,838 1:: r~·:·1n .... ,., !to\.~{:) J.O !I 09~) lO!i!J9:'.:i 0 ~-=~ !I O ~::l () ~::!,o;::!o .... l !I 6~:;i~. .... l , \~-(::: tl -----STD VERTICALS 31 END 3,718 ., i.~JE~-; F CSC -· ~=:, !l ::·. )';:~ .... ;::,,? :l. 7 .... lJ !•' !:. ·7 ~~ ~~ ,: ? :i.? 6 ~1 (}76 .... :,,, bOB !""'::;!I':,: :t B :t ,, 000 ~:1:L "6;:: 6D,1 ~.\6 :t<_;',.00 .. , ··.i ~;. ,:000 19 1100 o .... -~~ :~ .. ·-1 l 7 .... j_ j_ U.-H :L_.i2 :I STRESS t,NAL YSIS, 20ii3N8. :lK G3 I.S.P. / MEXAM, INC RJN ON 2-23-96 [;JC)F;:~IhlG u::J·,JGTH l ? .. · 3 ::J/8 ~J .. ,. :r. t 4 .... 0 CENTERLI~E= ~0.000 1· .. , '. l'-- EFF DEP;": .. i 19 i?i:::"" ~.-..... ? j~!E== . ~:-~ ---? r::r:::·, ·'·} ... o //B ... 1 , ... ~ .: I Cl HE::: 9·-~ 7 ?/B i :~ -' l')t'" ,A I\ ..... ,:, ~.',\,i\, LB COi\~ LOAD AT DIAGONAL TC PA~~L PTS ,-~ t rJ -~ n (i! r:iqT·-~ HPf-~C; t-- : .. , f,.\. JiM •• J., \. , • " \ ">, ~ Ui\iIFDi\:: ! r:.~ L.Ci~1l):::: 0 UNIFORM BC LOAD= 0 :' :_.,·· J. 1·:: ,( .. ·:~· \.,I 2HOWN REDUCED BY 25~ : ,:· :!. :::: · · :t !' 9 <":.1 '?" :J l R:;:~=== -------------STRESS ~~,lf6~5 2 !I l.}!J!:;, ~='. !l 93:l 2 !I r;::·::~ :J. 'l't!'\ I'" . .\)t, i"" 0 EHf:::l:1F! ·-· :t !i O ~~ ~;- .... :J. !,0:?9 -----STD VERTICALS GJ [J,l:o E!.;D PML. I'.-ffEFIDI? ;_:m·i: :, F;; E 138 I CH·-.!:::: 0,. (){) .. -~::!l6"?l ~=~ !I ',? ~~! "? ~=: ~t :~::? f.: ••••::;!I{) ~::1(1 ... ,:1. :,96'? ,·--i 1::r,1:: .f~ It \.I:? \.( ""~:: .. 7:J.7 I') "''.1-J .. , £.II .... L / .... ~-;,. 60B l ,11 OO<) l 11 ():)0 OaOOG 071 .. ?8 1L= -3,?50 .. 00 WE8 L · PP DISTAh~E lt9 fl 30 ~~t 1 u f:)2 G1100 0,,00 o .... 2 3· .. l l :l./? :l.l-.. :1.:1. :l./2 ~8 .. 00 MAX I~IT BC PA~~L LENGTH= ~}(~,"(.)() , . .·, . -·I ;·1 , ... L. . i-1 !_,. ;_._~I : . II '~ -~ ··::-1 : ... , ., .. .-, ' . .-., ' : 1· ,., . ..,c···.,, ,, ... '"I' ·-·:·-: . . ,{, \l :< ,J J\ ;.! " ._,. <, ,:, ,.) ,-,- ;-NEl9 .......... _, __ ..... NUL.TI]:'L.E i~1f· .. tr::1L YSIE; . :L ~)!,4:.)0 .... :1.():,9:1.l! :1· ; ;~ t < -:, ~ , .. \ I i lf ;:,!ii¾i:.>O ·-:tO!''o/':i.tt ;:, :r L.~ ()0 -· :I. 2 Jt ·'.?'.? l! ~~,(:~::)(1 -:t2,~·?7l½ 0 0 0 () ~-l'I '·.., ·1· '"'l"'' ! 'l ,.,. ~·,·1r,i-· ' O • ') ;·-1 · HA .. 11i .ii: : .... ,i.i· l .. n111 1 .... i--il. n ' ' :·1 fl' ii ;I !I. :I I ,,· . .. ·1, :::.I :J, '. ;_-_,. ,·, () :?2, L};~B 22 !I '·!~~a 0 TOP Cl-!ORD:.c 0 ., 8Ul°'ir!i-lF:Y BC COM IJ --~, !t 06{:1 "-!:\?,(;t,6 ··{l 0 0 0 :t. l [I 8~::7 ~=: !I z<.ft;i ·I •;,• r.: /·~ ".-t j, d y 1,,l\l,J 0 0 0 {1,lEB COi'I .... ;~ :1 6'.i' :!. ·-:t2,3B3 ... :l.0 1,:l.67 ·-3!,0~iO ··B (I 707 0 ., "I . I· .. , .. ·J· ... :-...• ." ..• , ·1 {:\ • ,... ... I , •••• • , . J. > I ,. ,:.' I n <:\ l. .I. u ::, J. ,J '\. > l.l t .. \ l,1 I· r.l J. MEMBER SIZ[S: 20G3N8.3K r'r-oduc:t~; G::~ EJ. Piit~":-C) :·1 Fy !::Et\iDif·.fG i .. D!·!,D :I DUTEIN:. DEPTH '. ' BC :::: ;~o .. ARCA= o.ns00 ~31 ACTUAL EFF nEP1H = 0 n i'7B·) : ,-CDF~RECTED ; .. Oi~D T(;:::: l ~;, :l. t1,::; '{ ??f.~ I L/Rx = 61.~16 USING L -48.00 . L/Rz = 48.~84 USING L = 24.00 Fb i~:s !:3 f: U 1···f ED Ryy .... F., ... \ .(. ( ... .,., .. : .:·Mr' .... (i.,49;:ii) Rn .... (;lr~:;o~~B (Js BETl:.JEEl--1 Cl·!DF::1)::: ~o !' oi:>o" ooo :t;2, ??l~" ?G? . :J.S .. 11000 .... ,0,,91B!7, . :J. ,,ooo BC -22,715.843 L/Ryy= 6/.344 USING L ~ 96.00 M'ITH FI! ... L.EF:S !{::: :l. .. 00 F'e~ 39,230.86 Cm= 0.00000 J1'IPr): i...Oli-D ,:· .. !() FIL.L.f:.f::::: 27 :, :,;~7,_;l,. l 9 r-. 11 .. _., .. ~, 1,.,.1 11 1.,,.)/ 0" ::-);:,) :t 6 ~5 Uf; I i·+3 TC:::: ~-:~f.:1 .... :2 X ~,: :i. ./2 23,466.180C5 USIW3 BC= 20 -2 ... ., "'\ i\ .. a::. ,., ,.,,,,..,:-,r·. 11''1' , · (.,f .. !U1'\.•j \l 1 ' i=b Pl:"1i\iEL Pr .·,·cm • I",,\ 1 1-• l"r""!' r·Hl'i::.!... ;-· ! ,,,, . '"j ,., ,., ., C ,,-, •• , •1-,~" I .. i:: \i,;J J· I·! 1 ·· i:: i.. ... I"/ :.1 ... F, : t,XJti; ... i...G11:,:G I . .. F',1 -f ,.. 1'"• ••• I ,,. .. : r, " -- 1 . ,.r "J-1'-!1::., •. ,-! . Cm .. ~ ·· PA~~!... PT= J,28~.2 I' ''{('•''r''""'l"' rl , •. ,. ,-' ·1· .l'. ,.< f i \,.I 1$ t; 'lU:1~,!J t./ ·•~:r.:::: ,. . '· · , ,., '',,' I'•I", ., ... ,, ,., ., ''('' , ... , p••,•,-,, J\lf·I/, .,1, ,,. ,\.'"-' .!. ·i~:,1 l,.•f1L:.L. $\ -11;0;,·JEt,.:·1· or _;: ;· .. iEF:·r It,:::: LEFT END LENGTH 11,054.23 AXIAL SrSESS fa l'!ID ?tiHEL.:::: "fb i"!ID-·Pt,MEI... ·,' 1:t/F ct 0.3846 NO ~ILLE~S RIGHT END LENGlH 13,140.77 AXlAI... STRESS fa :i.7ri?~J:tn?B F'i::: 0.00 fb MID-PA~~L 241.206 TC OAL/Ryy TC= 20.19' BC= 24.38' 223.1 LL J60=1,615.5 .'i ,:: ! l ::· ti -.JC:1·,.:, 4t1 II !~·O 6 !1'127 11 62 4~5 !I l)(:.0" ~:E OuOO I '!"i,, .. ! ... / l'\"-!", •! I .. : •I :, ,1. n 7 J, '."/ !I ~:~8'¾ II ~::4 lo!' a29,, o:::i c· "00 DC CC!l{IPi:;:E~3 1.::· 1 t}l·-.J CO :rJ PF; Er:;:::· IO!·,.! ,·,·!'{(" 'r. .... ' 'i hCTi..J,,:1l._:::: t1CTU,:,:._::: ~5,1J1.~9 ALLOW~ 2,509.~ NO FILLER 5,131.59 ALLOW= 6,218.9 FILLER .I f.:IBl' == :i ?-0 t: .,n ... J/ {.') 1/ryy of 200 -20.32 .. /ryy fC COMP CHECK ;:,:ut--1 Or·-.! ., ,, , ...... , r·r·,····t"'I' ,..,,.,(., ... ,, ... ··-1· ( .... , ; \J,1 t. ,t;, } ,C ~:;,. i;,t \f ;; .(:. \l :., j ;·-.,\;:: rr l::. \ ,j ,::, · DAILY INDUSTRIAL F:Ul\l c:._; 2·-'.:::::;---96 TC= 2A -2 1/2 X 2 1/2 X .187 BC= 20 -2 X ~ X .125 . --. t·-.lUMl-'lER S?. GlTY i;CTUf.iL T · I :t t,J~~ :J. 5 ;~ B l l r. ~3.2'? I 2 ~3 20) B 2,797 ------WEB DESIGN------ F1LL.Dl1.J T l~1,Blf.., £~9 !.,~:J~::io I) t~ .. ;: •! .(,. !i \.,I/ ,L .I.~-:~ !i ::)8::J lt,84~? :l 6 !I~-~ ~:16 THK ANGLE NAME X l l/4 \l •I r•: !:' ,/\ n ,J, .::. -..I 2,296 26,906-10,167 10,680 4.4.1561 1/2 X 1 1/2 X .156 7.3.1251 1/2 X 1 1/2 X .125 .I Lj ld2 -,~-~ :"\ \,/·.',•. . \,, ;: ' :-~1 i·.I I:._, ' ;·1· ' ' .. ,, j ·1· ·f ::I :_I :_·.I :_I (·., ... -,·. ·~ .. 0 ----STANDARD VERTICALS :I.Li, mo )' :1 ()90 ., E :s 70)' £~6Z 4.7 .125 1 X 1 X .125 2.0 .008 1 X 1 \ .12~ E!I' C T"{I'' • .. ·,.,. I· I! r .. ' , E 'l -r.: ,,., ,., ,., r I"'''']' , ' .r.:, ... iJ·J'-,-·•-' J.., .. _:::: , ..... \:~ ,)/!.i .(;. ~::ir-'::.:...,.P:; ... I",,.._ J/C, DEPTH 20 IhlC EFF l.iEPTH Fr--s:.1r:::LS !"·• l' \.,tj\j r. TC PANELS LE= ~-3 '··I F'Tpr.:·T l-1(.:Ji i::· LE:::: !~, ... t; t-,; , .• ~:!.:;:_I, ,,._'.f. :·('., ,'• ... f::·:·.·.c, re, ... , fJ?ECil~i .. :J.ST ~:~E:::; if---1 3/L( l ,·· .1 .• • .. :;.') .tJ •. f-·1 ,:1 --· :, .... ,l '"l ll"'I I l i'J fj .. ,, ~I l./~~ -.,~ \ DE?THt> ti::=:: ~:-~o,, ~>oc- i=: l11ULTIPL.E L.'..ADIHG ~ i ·. rl:. C "(('lT (~--,--(7i'I' pr,, :1:·, 1;1::c ·1·(:'1-.. 1 ., \, .. ,_ \., i .. ,, ,\ ,· .... ,\ ,l,, J,., 1,,,1 .... ,I •I,. 8300 LB CONC LOAD ~T JIAGONAL TG PANEL PTS . n,~,Y) 1~! 'f,'J/"", .. f''.,J p:;'tl~{.~ 1.·11 .... ,1.~ 1-,, J;.1\.,i,JJ ,11\\,,\o,' r-, .... ,.1. ,-.. r· r·:· .. , .. ,. .. \ , f .. • l-. .,....... ,. ··· ... •!-..i,.i"'\Jl'\,11 11 ... L\Ji·:.V··-t:1 UNIFDR~ 8C LOAD= 0 R1= +12,064.34 R2= +12,03\.66 -.. ·------·--·----STRESS ANALYSIS ~.I '..I-{:,, .. , ,._, .. ',} il!':ff{ ·.·1 ·.:I ___ ,I :_-:::I , .. , ~-:, ' :_., .i"' i .. /"\ r .. I\..-}" .... :z:t, :LtJ6 .. <?:!.;,l4b .... 1.}?, li,s~/ .... /.>7 ,469 , .. "'" I", r .. ,, .... ,.: \,) !f .'i::1,i / [~E [iG E!\ID \! .I. E~\l!) PJ\ff... V:~: It"·l·:··1;:PIDR BC F 0 l.~J,li64 • l}E{ !I ,qt!\4 I J··tf TC:: :::"i'.:,HEL LE:i-lGTH ··· ? !l 1.:ill,} ? zt )li1 WE~ F CSC WEB L 21,379 2.8~2 53.05 .. ,. :~:: i3 ~-:"~. ,:} l --;) " ~:~ ·:;; :3 .... B !I .::G:;:~ :? II '7 ('.:,B ,. .. :t2:.!I :)::;~I :I. 11 000 0 :l u 00:~) I,. 'i t, .. ,I ~).J. tr I .. }/ t: ..... "\J .. ""I,)" t, ,:_1 :!.f.$" ~:19 :LB u ~i--:; BC TE~IBION= 48~464.50 TL.=:: 2.-:'i 1, '.10(;. 00 .1i·-· ·:':' '5/B ·.:) .... ·_} ?i.B :1,7 ... 7 2:1, ... ';' L": _ _. .;· ,., ... -· 112:1 J.9 :-, , .... ,., .. ,,.. ... ,,... '' '" . ,,., ·1· .. ,., "G'"" Ir.' -,., -" ;.:, , n r:, .:.~ ;:., , .. 1 l'-i f·J J_ \· t;: .. :.~ ; .::. i,) ·1 ~:, I-.. ~:i r1 ,) ;\ L:i i:} r-~~ D,~,I~.Y JI\H}U~~TJ:{I(,L. 1_:I BM3E UZl·,iGTH ~JDRl<Il\iG LEi·,lGTH 26 .... :l ~5/B r-1' i-.- I,,,,, r, "· I· I' , .. Ii,,. 'H ! .. f \ ;.,, ,:~ ~--"fC h~;!\li::L'.3 L.E::: : ·I· FTFd3"i" HtiLF I...!:> t._ FlRST DIAG LE= •') 1:: --J,. ,J r~ ... 3 ~\/E 9·· ? ··•1 , .... l .l C,, I.S.f / MEXA~, I~~ :20 FtihiEL.B FE:::. l¾-·· :5 !:=, ./ 8 !~!E=~ 4-::~ ~~./B 1:~E:::: l,lM .. :f. ~)/4 CENTERLI~~~ 20,000 ;·, l· I. MULTIPLE LG~DING: ::,·- ~,.,.,. ,.._ ... ('''fr:··,,, .. , ... , ...... ,.,.,.'''I' \.l \.} .>. b i :; .. r1l _; : ... :·~ l.J ;::. t) .i 1..:1 \i :: ~980 LB GONC LOAD AT DIAGO~~L TC PANEL PTS 1 -,-. ~;.: l..: ::; ;,.,·!'·, 0 I ,. '.. G l ·. !'1 -_, .. t'j{:,\ 1··1··· ,:-. ,• F•;\ ,,·' {.. ·1 :: l ·-~ . .. ··1 1,._ r ": :·_' -~~I ,., I. {. I ' --,. '. !J•l v.;, -.. ·--···-------STRESJ TC. F r:c F .. " f/ !i !,~I .1. ,~:, ···') ~I ~j :J. C:, .... :;:; j_ !' '.:'.(.:;, ... ,';;·J :,3(~:1:L '"0 10 !i 4.,·~i::::, ····J.O !, 4 .. :i.:; ···. · .. · '',,"t •I {:) .-~f'; .! ••• I. !I \ .. 1\.f > ;;·.o,. _.::;_::; .... ;,.) ..... ·-··-··· STD TC CO~PRE88IGN= -26,761.06 ., ""_'I I • •f .... ;1 \.~ t.: .f • :to:,:: {~.o ... :;.:{:: :l }:/(:~ .... ~·: ,. 8~1~=~ ::. ,.(;(){; !.:;:I. I, ,•17 . !::it :,47 ~;·2:,,1 :i.? !tJt:-< [iC TE ... !~:~I(;f\J:::: ~:·::::. !i ~309 1. ;)~:~ Ml~;X Ii·-.!'f / ~~ Pt,i\l[L. L.EJ·-IGTH :::: l ~~~--.. )' ... , _, r, : : (.j :; 7.... / ?_/;:~ ? :I..... <_;~ :· ... ·fl ·-·, ll fl l_ ;·1 ;:1 (I r.1 t: rl I. L'_ fl ;,f :·:1· L . ; .. f I - i.--1 ~-·' ;_,.,,· '~ ' .. i~' ;·_,·· ! '· :.1· WEB DESIGN; 30K1Q J7X Dr~IL.Y Ii··WUSTF-:It,1L TC= 25 -2 X 2 X .137 r-: C :::: ~~ :~ :::: 2 :~: Z .>( •l ., .. _,, II ,J.C)d ------WEB DESIGN------ ~~~BER SZ QTY ACTUAL T 1 W2 RM 1 15,126 2 W3 20 1 911 ~I l1J(S ':i.() :i. (, bJ7 :l.G l ? IA~8 :i.O l E: i1.i9 lE l 9 t;JlO 10 l 1 G !~ :I. 1 :i. 8 :I. 1 1 l~i-:1. ;~ 1 0 j_ l~? SE 1 ::; \J 1 14 v;~ •I t: •J .L ,1 J. :!.O :i. ,., "'.'fl!:-' "-!1 J~1.I. 2,351 ... ,...., / 1.:. £!:l.!'{~j_'? lti,66~1 .. ,, r. l•\I•. /,!C l,)"ii,.J :l.:I., 91..,B ?!iO'iO j, () !I 8:?7 7,090 8!,99S' 7'!,090 llJ,,:lBO 7!,1:1.7 ?,090 l !l fi62 7 !' lW 1 4!1 l'?6 4~~0 •I ":1~;; r·1 .1. ',J 1,l,i, 7}1 t1L i ... DliJ C ~~, :1.n B,OlO .,. 1·~ \,,),:.(.. " l', q "j~..J T;··iK n ~)~;~ ~) ri :1. ~{:: ~I :I." !~OD 1'."t 'V 1','t \,l J,. _,.,, J., ,A. 4,136 3.5 -~125 1 1/2 X ~ 1/2 X .125 ::.:.i i1 <?~)B l !1182 ;~~ !' ~I ~:: 0 :i. !I :l.B2: !~ ,,l :34\ J. !, :La;~ ") .. _., (~ ~.-, ''"ll'·) .... ,,.) J. !I :LB2 a!l ,:i30 L: !( ~·:: S:; 3 j_ !I ~}}9li .-•, •I .c:. u J. 2 11 () of ") 1: r~ u .l..!-,,1 ,:. X 2 X ·! t": r: II .1. J:. \ol ., r~ !:: fl .l.,t:.,.1 .138 1 1/2 X l 1/2 X .138 .• .. -, 1: n J, ,C, \,I .125 1 1/2 X 1 1/2 X .125 ... ., .t ··'\ J. .:llO :!. j_/l.J >~ .:;, :J./ll )< 1 X :I. X .:L:2::, .125 1 X l X .125 .045 1 1/4 X 1 1/4 X .025 1 X 1 X .125 JI 12!:1 :I f-1 !. \ ... r--,-'' :·-1 ! . i: ;:I i·-1 ! : ! ,-.,-. l !·' ' ·-·· r--1 I·'. I , r·t t. l. --_, '. :··1 ' :~ i.;I I -· .. '-·, ,-- 1. ,.-, f ·.' ' . I :;GK.lO BASE L.EhlGTH · j_ 9 .... ~l ~) •. /lf TC PANELS LE= 3-6 FIRST HALF LE= 0-10 FIRST DIAG LE= 5-10 ; _, 'C"t // ,~- 7./8 J:,. H ., P ,, DEPTH END STRUT TILTED SPECIAL 1ST CO\P EFF DEPTH RE=:= F:E:::: RE= 0---10 7./B ~c·--·J.(} DEPTHS LE= 30.000 CE\lTERL I !--IE= 30. GOO RE= ~:,O. 000 MULTIPL~ LOADI~~J UNIFORM BC LOAD= 0 UNIFORM TC LOAD= 550 RE{-',CTIDI\IS 1:::I.=• +~:, !' ;:;!':i6,. 77 R2= +5,356.77 MIN SHR= STRESS ANALYSIS------------- J. !133911 :t.9 TL::: V:LS 2 l~t3 ,q !1J!5 ~:, l-il ~:, ·-7,9:!.4 .... :J. 0 , ~, ~_:, :.:-· .. ~ :l'O , :3 ~=, ·7 ""·:lQ;:;~:,? .... JG, ~,-~~? TILTED Ei\iD STRUT 11-1•'• \'.I; .. • SE V:i. ElO EhW C f·-,HJ P l\iL IhlTE!:(IOF: BC F 0 H:i98~i> 8,989 :i.0!,;31;~ J.O,B1~·~ B !I ~;ta ~;:· E:1 !I ;J}:j S'' .". it.-co1~·:PF~En~;;101 .. J=::· ----10!,:::i~·.-,:.-··,,o:::~ 1 !I ~,78 ;,~ !,B6:l t :16~)0 c:i:r-... 1 •,,f ,} ---;:',l.l? -·'.,:'. :• Hf.:-1 :t. !I ~:C'?8 ... r:t :i t:J,~O !::, ; ~:} ~'.·1 b :! fl ~:,?e ::. :: .1.0~) I h!T TC Pt,I\IEL LD-.!GTH == ~_::q" 0(.: Mt,X Mi~X CSC WEB L PP DISTANCE 9,942 2.239 64.82 . 0-2 -lrr·8~:.u · 1":1.77 ~)l}"Oa ~) .... f.> -3,056 -1.068 30.92 5-0 2,143 1.298 37.60 5-10 7./B -1,739 -1.298 37.60 7-10 7./0 -1,739 1.298 37.60 9-10 7./8 2,143 -1.298 37.60 11-10 7./8 -3,056 1.068 30.?Z 13-10 7/8 -1,858 -1.177 34.08 9,942 -2.239 64.82 I'" '"°'I"' .... ,) !I ,) ~i(;; -·:I., B~::1B ""l :1 J.00 :L. :l.?7 :1..000 BC TENSIO~~ 10,812.99 :l. <:.,··-~; ::>./ :1 j_,:i-·-9 :~;/l¼ ]J·ff X::C i='tJ·.iEL UTIGTH ::: . ,'.lf3. OC: . .. . ,;..., ;-I :I ,,-·· :.1 '.'I r.1·· ·' :·1 TC PANELS ~E= 3-o 0--j_(i .... l("t l I<:> FIRST DIAG LE= 5-10 7/8 DEPTHS LE= 30.000 MULTIPLE LOADING: J II S nP 11 DEPTH 3'() 3 BC PANELS AT 4-0 END HTRUT TILTED SPECIAL lST COMP CENTERLINE= 30.000 EFF tEPTH f.::::,: 0-·:LO 7/8 RE::: ~,-·H) 7/8 2--.. 23·--·96. 1 -ADDITIONAL CHORD LOADS ARE ADDED AS BOTH COMPRESSION AND TENSION :,, P1.D:C:ITIONM .. CHOFrn L.OAD/3 ;;m~ Or•.ll..Y t11)DED TD i;,UM)'li;i:::y .•. HOT STRESS ;;;--.:Al .. Yf3J::::; ' f:l:O:CITIDhlt1L "iOP CHDFW LOi'1D ::1?0()0 V UNIFORM TC LOAD= 7 UNJFORrn BC LOAD~ 0 :., ,· ALL LOADS SHOWN REDUCED BY 25% RE~CTIO~rn R1= +51.13 R2= -------------STRESS A~ALYSIS ------------- :-, i\lD irll;::i'I ; 1 :i. t,J2 ' -''f"'I': "'!'f"'Y\ , .. ,,,IV', I .. , .. I l~.J.1 1:;, -.j.l) TC F .... l ~-.-. ·-?~3 ···9D ·-?:~~ /"·!"': -·· 'l C.\ BC F 0 :l.03 !'",!;: ( .. i,,l i .. iJEB F csc ·--:i.? :l. .. :L/7 r't .. 'l ,:. / •I 1:: J. ,.I .... 16 --.tu2?B .... J.6 :t.,£:9B .... :J. !'.'· •J r.'. .. ._(::, ,i, ,(., lt .I \ .. I ~.JEB L l l1 (')r:, i., r,,,, ... (., ".'!'".} L. I\ ,.,1 / h \..IV '"Y' .. I I/°-. ~) ,I :I(:\• . .} O··-? 7 .... 10 7/t.\ 9-··l() ? .. /f :l.l----10 7_.,'f: :•\·"·' . ·,-c:. / -29 :1. .. 068 30.92 :1.3-:1.0 7/6 r1 ,._ t:: V~!~C: !l•I ,'l VJ. \J '·1· .. , "'""" :1 ;~>t. :I. 0 \i :l. :.I :·1 :_1· ::-1 :,_I ···G4 .................. sr1! :I. ~:, ... ,!,1;~ ,::-' 1..! J. MliX l1M: -l.7 -1.177 3~.08 94 -2.239 64.82 ·---!5:t .... :1.7 ·-lO J.,, 000 •I •! ··~1 ";' .I. n ,L ., I :1 .• 000 ?Eu·:t~:i ~5t¾ i, OB n~r PC PANEL LENGTH= :t6 .. -3 ::~./4 J. t.1·· .. 9 3./4 i~-B u o·· .. i ::1 r·1 r-1 r·1 :., I •• t:1 I f;T~:(::~~f:> l~:1t~!t~;LYS:CB~~ 30KJ.(1 t.=i5 FIRST HALF LE= 0-10 FIRST DIAG LL= 5-10 DEPTHS L[= 30.000 MULTIPLE LOADING: 7/B OHj ,1,,., / / t:, I" B" F :; DEPTH 3 BC P0NELS AT 4-C r::1,m ;:rrmrr TILTED SPEClAL 1ST COMP EFF DEPTH ~,-· 0 FtE:::: 3 ... /) f:;[:::: 0·<1. 0 F:E= '.'.\-· :l.O r--·,- UNIFom1 TC LOAD= -48 UNIFORM BC LOAD= 0 1· ~DTE: UNIFORM LOAD IS NET UPLIFT i. ALL ~CADS E80WN RED~CED BY 25~ J., -------------3TRESS [·. hlD '1'(\ I"" t \_. I .. oJ •.F''t .£. V.i.:.:. ,., n:..·1 CD Ei'--W :nRUT l; i.·:1 ,l ?i,llj j.J":' f,1,,) , .. -i .. •1 C) / / 6:i'? . •. -., ..... TILTED f.:J,tD STRUT '. ;_·1 ') , .. I :l.:I. ·,.,.i :!. f.1 !)B2 l,F'i ti,!_.::. BC F (i ·-!~iE:B .... !=.~[8 .... 707 -·'?,".) .. / -~7:I3i3 0 ... -.. -.... ··· fiTD INT TC PANEL LENGTH -;··1 ; .J , __ (., 1:· . .. , I .,I ~~- L. :···1 ., -,, ... 1 ... J,i;;.\/ :LO? :LB'? , ... 10::; I ·•:1 _..~ •••' / .!:. \i.lEB L -6~0 2.239· 64.02 1):1. 1.177 3~.08 200 -1.068 30.92 -1~0 l.298 37.60 113 -1.298 37.GO 113 1.298 37.60 -1~0 -1.298 37.60 zoo 1.068 30.92 :i.;,:'.:I. ... .l. :!. ?7. ~l4. GB -6~0 -2.239 64.82 .... -~~~:_:,(:. .!. ., 00\J .. · 2B i: ,:;,~~1 12:1. 1.:1.77 3~.08 72 :1..000 28.95 BC TENSION= 0.00 J:hlT DC F'hl--~EL. 'J...E!',lGTH _:::: 2 .... 2~)·"·9b ?/8 PP D:LST(:l·,.ICE 3 .. ,. b 7--:to S)· .. 1.0 :i.:L·-:l.O l 3··-J. <) l t'.,·· 3 :I.I.}"" ? ... , .' I'~ / / C,'1: 7/B ... , /{'": I I 0 .. , l(''! / / (;_\ ~, :~, :1 :·1 · ........... ···-··· /'IULTIP!J: t-il··,li-':il ... Yf:;:rn BUMl'·;M~Y M[:;•, TC TEJ..I TC CGl'l BC TEJ\J BC CCil"/ :··,. ., .!. .. , ·' · 1· r.;, . ' ! •!(\ ! J ••••• :l.:l. ~:~ 9 !I ;·:~ z:I () 29 !' ~! ~=-10 ~? fy"t !1 ·;;~ ~:_:I (i 29 !l ;t~10 ~;:~ 9 !t ~:: ~.=i 0 29 r,,~} ~710 ;l:9 r;~~,O 2S} tr :;~~rO 0 f 1••.•.,.,.,.,,,,,,_,, 'l!'·•r"('""•hj i.,. . i • ')!"I/\ .I. lt.-i·J \.. ··l.f. i· .<fl, ;_, :·.1 _:-:·1 ; .. , ,·.1 .,. ~ . l.l >I ,. =·I i...: ;,-1 ·- .... I ,,. : __ ..... _,._:: .: ... : . -· ;:·:9, ::;~:14 ·-~~(_;> !l 3~~~;1 ·-~?9 ~ Z,\tl{-3 .... 29 !( 3l~B ·--~:~r_:; jl 3'¾8 .. .. -29 !I ~!liB "''~:~9 !132!:.:, .... ~~9, ~)3,·{ () 0 () El!,9B9 B !I ~?89 :to !l 8.1~l :I.O~B:!.:f:~ 8!1989 B!,"Jf.5<? 0 0 0 .. ,?O? -··7(::'? 0 0 (1JEB TE!··.J l :i. ;5 :I. :1.::; l;JED COM ·-:urn -1, ?:'.)9 .... j_; ::-1::~9 -·:lllO --:~!I 0~,6 .... ,:. .. ~,G .... fI, 3!::16 .. <L, 8!~18 -·l!,:i.00 I ., ·I I ·1 ·:I ,. __ , -:1 I I I I I ·1 I I I .'.I -., ~)f. ;< :l ·) \JB Dt,ILY Il\iDU!:rrnii~JL -------CONSOLIDATE LEFT & RIGHT l 4 .... / TC TEN. TC COM BC TEN BC COM 29,250 -29,33~ 0 -0 ~·::9 ,2~50 .... 2f/ !I:·:::~(~~:~ .;~9, /4:~)0 -·:l9· .1 ~)ttB 29, 2 !~:10 .... :z~~-!' ::14a <> 0 B:l 98~::: :LO, 8:t~:: 0 0 .... ~18-B ··\ \l () MAXIMUM UNIFORM LOAD= TOP Cl··iOiW::: ., 9!1<?42 200 ;:: !f :f. l} :·:; :1. :l~1 (i :L'.2:i. t;JEB CCI'! -·e.:,;:,u -:t..-~io -.. :J., 7:·59 .... ~\!,3~J6 .... l., B~=1a -··:l.!,1.00 ·:1 :··1 Intern~tioal Structural Pr·Jducts MEMBlR SIZES~ 30X]O JB ··I F/ Fb .... ~:)0 :• 000. 000 " .FEhiD I J··,IG L.O(.:if'.· ··-~~SI !l :·:)48 n H6? :_) ~:,- L· ;.,-,. L 1·-., 1·· OUT?I.:>F DEPTH BC ··· :I.I:: AREA -0.3270 y(x) -o.~440 Ryy - TC ... ~::~C V I :·::. 0 tf ?0~10 ACTUAL EFF DEPTH= CORRECTED LOAD TC= () II 45•,::>0 1~~;1>~ 0 n ~-:~:5GG G}~~ 28.853 8AP BETWE~N CHORD= L/R1 = 24.340 USING L = 12.00 WITH FILLERS !(:::: MAX LOAD (FILLERS)~ 53;736.79 NO IN'fERIGR FILLERS REDUIR[D LDM) J·,.JO FII .• I ... EF::::: ·,,.:._, TC . DC ,:--f.::1/F;:1) U::;:ri-,.IG TC:::: ~:;::: ··• '.::'. US'.f.l,IG B°C:::: :I. I< ···· :I. :·I '.-.I ''I :.I kiT/FT EJ-· . .H) Ptd,11:::C. rii ... L.Oltj/:,Rl...i::: FOF'.CEB F;:E::JUGE:O l(l :·{. Et-./D Ptd--.iEL CHECK ·· LEFT J:J.JD ; .. J:::Nr::TH F '" Cm ~=~ 9 !l l.~ ~~~ ~:~ u ~:~, ~;i 21 !i os:i.::;" ~:,;1 :f. () !I ~t~ ,:.:) :? 11 l} 9 :::: 1 .. 00::) :r. .oo Cm:::: (i'., 00000 t'.f8 :! 940" 93 lf() u OG l l} !l i:·i99 ,, 27 ~:~(!~ !t O ~.) 7,. ()0 :~~:1 11f.:.9n04 0,,6B7 L./f-~:::! ~} l ,, 6 :t · 1 Cm ;:~ 1:? :, 1~-i 2 :1; fl ·~=:, 9 2i~ :1 ~:;;;:, ~:-i II ~!! l 1,J !! :?~?~!=~ I l.} a ·f'b MID···?hi-.il:::L. .... l0?!,15?4fl~](; l.J ? ,·0 fl !:.=i 0 ;:.I BOTTOM CHORD L/Rz= MAX BRIDGING CHECK MOMENT GF IN[RTIA~ TENSION s·rRESS = C COMPRESSION CE~ITER •J -.. ,::r('.\ : J, / ll oho\,.• ·re OtiL/Ff/ I<C~= ~:o ,,i?'? ' ::.·.1 TC i-·.1 BC COMPRESGION ~CTUAL= 710.13 ALLOW= 5,923.3 ALLOW DC COMP LDAJ~ 12,372.89 @ l/ryy BRDG SPACE= ,, 1~1 ;·-, I' .··,· -- () n :·J lt ~:! 9 .... :t() 7/8 •• ~, :-, '.· ;_~, r·1 [I L ;-1 l--1 i"I : __ I r-·.1 I l'., . ' .. ·: i'··1 , . i .. ("I f'• r:-. ti i; LI :·1 ::. ..... I , .. L-~- .. ,,, WEB DESIGN: 30K10 JB Di-1ILY H,:r1u1;'\'1U1-~L TC= 2C = 2 1/2 X ~ 1/2 X .212 BC= 1K = 1 :1./2 X 1 1/2 X .187 ~~MBER SZ QTY ACTUAL T 1 W2 RM 1 9,942 ~:; ~J4 :LO l 4 \}J~:I 1 ~I :f. ~I f~E t.i v:;. .l. 0 1 ~. :I. 0 ;: 1 1 f' \ '.2 :• 11.l-~, :J. :I.:::, . 0 1:;;1. ------WEB DESIGN------ ALLOW TACTUAL C ALLOW C WELD THK ANGLE NAME 21.!ili:t·? 6~!,0 ~-~!,j-~,9 ;~,,l ;u:~~~~71 lu ROD 7,908 3,056 3,092 2.0 .109 1 1/4 X 1 1/4 X 7,090 140 1,180 2.0 ~125 X 1 X .125 7,908 1,73~ 2,091 2.0 .109 1 1/4 X 1 1/4 X ............... STA!,-tl)1~F:D VEF:TICtiL\3 i:: '7' J": ., ... 1, ,.) t.1\::• X :J. X 1 '·'''i p ,!M '-' » 109 . :to~,, l 1.;, lBO 7, 1:1. ;' 2~()0:J 1 !12··-->? B,425 2.9 ~125 1 2,290 2.0 ·.067 1 J.:,9~,''..:: '.;:~.o ·.o,:.;1 1 1./4 X :l ·I "I .1. / /"7 r .":r.os, V 1 X a i;:~5 r, :-.,.. ~.-.•. ,._,,., ,._,,. • • • 1 • ' 'I,., 'I'' ... ,. I' ..• , •. ,,. . ~lK~~b ~~HL)~i(: j0~/ ~y Dt,I~ .. Y I}\;DlJSTRit;L ;~-,· . •.. -··· , ... :·. r::f'.L,J::. LEi--lGTH i1JDf~!<JNG L.ENGTH DE?TH q5-1 45-0 LE:::: r:\ .... 0 L.[:::: :l. .... ~3 L .. E:::: -~) .... 8 r:-1 DEPT:·iS . LE> MULT:PLE LOADI~~= 9 BC PANELS AT. 4-0 END STRUT TILTED SPECIAL 1ST COMP 30 11 00() IJ'·'I':;''"11:·,•,1 T1·' ''(·),'!'·"• , .. ,,,l('' ·.•7 lJ.!\1.·1.·1::-1,J"t'·\·,j•,·1 I:['. 1 •• (._'i,·~il".J:::: 0 ·~· EFF DEPTH ft![:::: ~:\, ... 0 RE:::. RE:::: 3·-(~, ., {'": ,I.""' ~· 6 .... E f:_,.,, ... , ... J j l. r,,I • L.• J, .... ,·~~,··-,( .. "' l;,,,,,J. l. .. '1" I r.;, 1:· 1''1 r~ T T q 1·-lq 1·::, .. ,. .... ···-,:~ (:!I q q -~~ ·:-:-c, :,, ,>,_, :::: + !.".: ,., ,':., ,,:-•.• : ·,'._:_t '' ·.,.~ ?.·.; 1,r1 I 1,·--.·11 ~.·.: 1--·,~ F: :::: .41. !I ,"".·., r..> ·,·;-n C.i t_R ·;· i, •• :::: :l .·L ." j''. -./ (.:, -6 ~I • ' ' T J \ ••• ' _, i ol, \... '• \.. \ ,_. ••••••• ••• • • • • •• •<•,•• •~••• -•• •• ·.·.-•• •\••••• .·,· •• ,,;•••• ' •• ·.•' .-. • ~ I • ., •• ~)Tf~'ESF t1hii'::L. ... t-3IB ............................ -................... .. . H · 1 , .. . ':/ ~ .,., ' : .. \_: ·! -~ ;,,;, : ·1 :i.2 ,.· ·1 ·,~ ! ,,\.,.'. I:.: l t; '. I • \!,; :l :l 1,1,J •I \01i J, ,l. [;Jj_(l VJ<? Ill"'! \~i.e. '·1 ?() .. :.: 2:L BE .... 2 ;:_:! :1 tj ~:=1 :.3 -· ~::: ~.=, , E :=\ :.:;. .... ::::t.i, ~·::0·{1 BC F () l;~,ao1. 1;?,f.)B1 lB !i l-: .. 1.~·.7 :J.8, 6L-~:;,' ;::~~ ~ ? 6 ~:, ~~2, i'6 15 2 !:1, :.::::·~ ~I ;:: -~~' , ~=~ ::; ;_) ~-~ 6 !I O ~~l ~~~ ~:~ .f.) !I () ~:1 9 ?~1!i2~1~5 2~,, ~23~j 2~::!, '?6!:, ;? ~,=~ !I ? f.:, ~.;I lB!Jf,l~? :tEi,(it~? :i.:2:18Bl :l ~=:, a~::1 :! . .2 ~ FEl I'~/\ .... r.:,v .1 ll :,::}67 ··:, -:,.,., 1:: ,.) !t /.<:.,,I .,., •""1".'lt:: .<:. !l t:. 1,,:1 1,' J. !I ?~'){3 l :j 2-t~:L ''1."!ri .(.''l ,.:, ... , j_ !I ~~::i~ :!: ;.Ml :,'?:·:::g _, 2 !I ~l :·:·:. j "" :::. !I-~,;~:;::~:.: .... :3 !i 7? ~5 .... {.~ ;t 3 {1 ·,.:-i (1.IED F -··9!:=,o -· ~7j !( ~)07 ll!,f.{~19 .... 14, l ?'l· 3!, !::!t~B ~-;,~ !l 9!:)~'.) i :~·:~ !I ? ~:, B .... :~ !t BJ. t; . l :i Ell! ·-l !18:Lt.t -··J!!a:i:l¾ l !f B:t,·~- .... j_ !I '.:l:l, ll ~) :1 !:1l{.t; ; ... /.~!fl 9l.} , ....... , ... , .•. ;;,1., :!. n :J. ?"?' ··:1..21.~\ ·--·l u29B -! l''J:{'fl"l J. n 1.:. I C~ .!.112?8 -.. J. ::2?B. ., .,._.,!:)O .•. ".l, . ., \,.• ... :!. ,,;.?9B liJEB !... 37 .. 60 ~.)7,:60 37 "{;):) 37,.l:-.O "Y"'I I 1°, .. ::./,, Qi~} !','I "'",I .1 ,I\ 1,; .1 u c;,.,,., ;'' '".I ·' r~ ,.) / 11 c:,,._} .. ., .... ' .... ,:i / It t;\) 5 .... 0 l} .... f:} :"I (:~ \.J .• = ... , :~.B· ... B 20-.. D 2~·::--· B '"1 -' Ci .,:.o·· .. \,.' ?8···· 8 4,839 -l.298 37.~0 36-8 -5,307 1..215 35.18 38-8 ·-950 -1.1.77 3q_oa ~1-10 o -5,1.74 11,586 -2.239 6~.s2 qo-4 -----STD VERTICALS ~, !I ~5Bl:5 · ..... !:1., ~1Ba :t ,, ooo .. 22 II 9 ~::1 . B()'? .... s':,o :I.,.:J.?"? ':;t.J,.OB ,.-··.,· •·r,, 'v''·' J:1-iTEF::i OF: ~~ ~;X T~ COMPRESSIO~~ -25,853.64 _,, 1_: 1··1 l ·::; 1.:.: ··:_-,, ·-. I nB,.P" / \1JOR l( I !·,JG Li::HGTH DEP"f'H EFF DEPTH ;-IUL.TIPL.E .I :.1 :1 I. •/ ·" .i.O :!."i' :1.8 TIL.'tEI'i : __ I 20 ''.·1· \. ~~ :t 1•\r•1 J:.J~ SE Vi r:: :I.,,,, •y• po. , ... IL· , .. :i ;I~:.(}:? ... , ....... ,., ._,1i.·-..>-..).i. ;·:,. //I:;' ::,; I· ',1/.i) :'.:) '~::,(:[; ::·; :-~~, <) B J 'Io:·~~::. :3 ~f :::1::):L ~:! :1 ~>-:I. 1'.] :I. 1, ..:,1;7:9 EJ~f SHH.IT :I.·,, ~',(i:2 JhlTE!'-:JDH .... ~3 :1. 0 II ()0 DC F 0 •" t., ... ,1, 8£,/ .... j, !,B6'? , .. ,2~,7(}2 .... 3i1l~~··.:;- .. ,.~j:17?i' .... ~;'!I ?'.:':''.7 .... ~),t.i~:)·7 ·--::1!,?9? ····:3 ~ 29~>~ .... ~~!(?o~=~ ··<i. !,B67 ·· 1 ;, B\-f:.7 -··l 1,B6i' END srRUT TILTED SPECI~L 1ST CJMP ::;o .. oi:)o ! ... Of:\l):::: ,., ,, .... EJJO" ,'.)O . ... 7·50 ·-·l:i.? .... ~t4·Q ··-46(:; ., .. 324 .... JBO .... _iOB JI If", _1 .. i{;)(::1 r,::[:::: Rf:::: F,;[::: ,RE=:: l .. _.., .... , (:,~"') ··:,l1. c· ! '"i-1 ·:: , .: l,,•,· ·'· "·"··1.-.1 "" :I. :l.? Ef1 () ... j_ :t7 .... , ... ~ .... ,i .t:. ·-8l0 :l.37 l 11 :J.9?'7 :l..000 ~, .... 0 ·. :1, .... l:) 6·-B ~:)0 Ir ()(i() ;:;:;--II 60 ::)? :;60 ::;7 It 60 ::;7 .. (:.,0 :3/ n <!:,O ::·~7 ,,f.:.0 ::::7,r:(:.10 ~:;:::-1 II l:.() ;··.1 MAX TC COMPRESSIOh~ 0.,00 MAX :BC TEJ\JL:IGhi:::= 0 It 00 INl' TC PAIEL LENGTH -;~1·1,. 00 Jilf::1X H-ff BC: FM·-iEL. l...1:J,.iGTH == TL.=-= 3-.. 6 <:, .... C B· .. · B 1 ,·~J .... ~~ 16-··. B ·Jr: r: .J. \.}···· \;) ::o-.. a , .. , .. ~ !"1 .,: •. <: ..... n :?6 .. ··· B 2B--· B ~)()-.. B ~)ri·· .. B 36-.. B L\ :1. .... :l (: 48,:00 ,., ., .:I ;1 :;1 :,·.·1· •I .!. t: ,., !"\ ('\ J.0 l :I. :t £~ '.,· :1.::~ j /{. 1:-: .,,! ·., :tl} -•f ":.' • : ,i ., ' ~ o{ {'\ I J . .' . . ~·~o ,·:: ·t ,i ... ,. •'':•'"1 ..c:.::. · 1 ::1 .. :f : ' , .. , .. • :·:1 :I ::1 .;I .·\I ~,I _:;1 ti ___ , ·······---·········-· ;,·1LJLTIF'LE {~hl1~L mm [ilJNM1~f::'( re TEhL TC COl'I j_ ~ !::,(1;:: .... j_ 0 !I 366 l !i ,·q:.:·:9 ·-·9, 8(;.,,~~ 2 :1 ::·~-:i. 1·:} ••-j, 7_:I !I 97::) Z, 3:f (~. . ... j ~; !/:?70 3 !I o::~:t .... ~~(), 911 :3~0~:~l --;;:0:15\:tl ::~ !' ~.=,os --;:~1~i !' t·:06 :3 !I ~~108 .... ~:~l~! !1206 :·:;, 747 :::-!I!::,()[! ::;!I ~,OE :·:;.:, o~;:t :3!!0::)l. ~<·::· (I ~) :t l,i ~,:: !i ~) :l t..!, :L :1 l.~ ~!·:: <;t 0 0 .... ;:~ !j !I 8 ~:a~:; -~-~~ ·~:_: !I B ~-=· ::) .... ~? !=:, (l fJ ~3 ~:) ,.,.,.)t: ,:'I,::•:! A .. "' !i O,,{\ .. , .... ;·:: t:.} :• ~::O 6 .... 2[{ !f ~~f16- -··20 :, 9 :I.:!. ·-·;::G !, 9l l ·"·:!. ~:_=, ;1 s:70 ., .. :t ~5 !i 970 ····9!1864 0 0 l.} DC TEN 0 12 !J 88:1. :!.2:188:l 1B,6tj.7 18~1<;47 22, :::-'6~1 .. ~=:~·:: !I 7 6 ~:i . 25,~?3~, ;:!6!10~=.9 ;~:6 !l o;::,9 2 ~', 2~:! ~:, ;;-:~=,!i2:·:;5 I'\•"\ ":1.1 t:: .<:.,t:, :1 l (J,,..1 ~:: ;:~ !I ? 6 !::I :J.B!it)ti7 ia !I 647 :t.2, EJBl ~. :1.;;::,mn 0 f.<C CO!'"l () ·-J.::B67 -l!,8(,7 u-:C~ !I 702 -·;;~, 70~:"! .. -3, ~{=~99 -3 !I ;~99 ----~1,6~1? ---:::,,6~.)7 ·-·3!1 '??? --~'!' Lr,: .. , hi !l \,;,.t/ .... ~:> , c~ :.=1 ? .... :j !I ~~~'19 !"",:), ;:~99 .... ;~ :i 70~~ .... ~;~ :1 ?O~:~ .. .. :l.11 B6:i' .,, .., () 0 ;:~t.>3 :t,Bl.'4 (;;()/ () b.lEn COM -··l,t.79 .. -~., 30""/ -··?Ol -··l.t, 194 •. ··-l; 8:1.I./. -·:t:!,B:L4 .... 70::. '!"~:t:,307 -i,~:)7~.v .. ,,f, !I ~-.=,(:~B .... 9 ~)(, ,· . ... --,. - . , ., • ·1 ME!1 :I. .................... CDh!~;ou:Dt,T1: LEFT & RIGHT I :2 i.: )' 10 :!. J. l'.? ·1 •J".'-.l-..) : . TC Tl:Tl TC COlrl l !I :.:.:io~~ ., .. :j_()!f~;6{:~ :i., lf;~9 .. -9 !, 8l,4 ~;:: ; ~·:·i :I. .!j .... 1 ~=:, , S' ·7 0 i:!:::\lll ... ,J.5:,970 :·::,, o:·:;1 .. -20 !i ~;1 :t :.:} !I ~> ::; l . ::~!! ~=108 :)!I ·747 :.:),?4'? {·. -·20 :i ~,)j, :i.-.... ~=~ /} !I ~=~o t_\ ·--~·~4 !' ~~Ot:, "··?!::,1,B!5~) -· ~-~ 5, B ~:1:·5 /\ V ,:) () M~XIMU~ UNlFORM LOAD: ;1 I I I I I .I I I :1 ~~:I __ , BC TEN l? !' Btt:l i;~ !, 8B:l. l B !I {-~\lt :;' j ..... / ", .. , , C,S !I (:)i•-}/ ~=:~·:: !I ?6!:.i ~~-~i JI ~~ ~:: ~:~ 0 i t.tl-· CHOF:D:::: nc co:,1 0 .... :1. !I 86? -·l!,86'? --;~-~ ?02 .... ~~, '70~~~ ---:~;!, 299 .... :·:; ;, ~~9r;, ·--::)!,b!:_:,·7 --::~!I 6!!,)7 -~:·~ :t ?7:7 () .,.,. \l b.!EF.{ TEr\i J. :t !I ~:jB6 () 13? l~fEB CO!"! "":!. !I (:)79 .. -~,, :307 ... 701 ... l!, l S't! -· ;,\ j_ l.,l .... "':~''.'r'7 -..J.l .. I .... :t 5 8:l tt -·!)!I ~::i8H -~?~:10 .... 47(; I :I .:1 ;I :·1 11 :1 :1 :1 :I ·,I :I .I :·1 !_I /I ~---1 i;:I :·~¥: ~--1 MEMBER SIZES: 30K7 J9 ~:,O :• {)::)(; .. 000 F b -::;o, ()00. (;()() f:EJ·.JD:::hlG L.Ol:,O ou·r3ID[ DEPTH TG .... 21 l~:·: r :::· Oz:!J~i:.:;o s:i ACTUAL iFF DEPTH~ J.COO .:::o" (it)() (.:iHBLll''iE.O FD;:::cE ASSUMED EF~ f~PTH= Sr:; Gi~~EP fls BET\1.IEE\i CHDRI):::: Ou89?9 CORRECTED LOAD re~ 25,796.615 BC .... ?,;:;,!I()()~~" ot.:.::~ . l...l? z ::: ::;o,: ~:}0(:1 l.l~~ I l··-iO L ::·: l ;? "00 i~tI TH FILL 1::;::~13 I(:::: .t .oc:, Fi:·\::: ~·:';::.,1l6::.~lJ.,O UJ]I.!· .. ;(3 f..../R·:·: JH,,l.16 F''<-::,:::: lJ0!1t:)l~B-=o::; Gm:::: O "OOOOC ~ILLER PANELS REQV -8 MIN WELD LEN ?X - 0 .. 98]67 USING TC= Zl -2 X 2 X .:t43 · 3~1 .. 684 CHORD WT/FT EN) PA~EL ~LLOWABLE FORCES REDUCED 10 % l~J..H) F'lfr,EL. CHEc1,: '" LEFT a.m LEl,JGrl-i AXIAL LOAD -10,~43.75 AXIAL STRESS fa Cm Ph\EL PT••= If'\ t.,i'\ L..Uf·l.t.' 'f b P,~,J\JEL FT CHi MID PANEL= 0.9085 LE,.:·T Ei,ID l..Er·.IGT;·l ,, 1"',.-1•: ... ~'!'I :r !1 ;;.:'·t\.,,i u .~,. .. ; -15,028.70 F'e -11,)96~48 fb MID-PA~~~ o .. s~i:t ·fc\/F'Hi l~ID PM··.lEL.=:: O .. f,6:t4 NO FIU.ERS BOTTOM CHORD L/Rz: 1J2.711 TC OAL/Ryy MAX BRIDGING CHECK TC= 14.78' BC= 20.80 9 !l ~36 1:~,. P ~;l!, ~:, 6 !~ ~:'' L} :I. " ;;~ 9 ~) !f 30l 1; "_'?,·:i L/R::::J.():J. II {;:t ... 40,2{\71,J:5 -~-:l. i' !:.) ~~j B u ·.:.:s :;·1 MCME~IT OF INERTIA= 4:t4.9 LL 360= 1-~.l LL 240= 255 .. 1 TC TENSION STRESS= 3,386 .. 85 IJC CDl'IPl:::EEtf\I0!-..1 CD·Ji'ER BC COMF'~ESS!ON ~CTUAL= 3,768.87 MAX BC DRDG DIST= 16-~ 1/8 FDR MAX BRDG BC 1/ryy af 200~= 17.34 ALLOW= 5,058 .. 7 NC FILLER 1/ryy ;.c COMP CHECK r:1 r1·· 1- (.,·· !' I l. r:I 1 • L , .. , L !·_I I ·1 I. ,., I. I I' "-·~ ,., f ; 1:-L·..:. 1·11 1" r~ i..:..~ ,·, l. I· L GI ,·.·1 :•~ I J w L·,,: '!'!" .i.J' .,.! .. , .. , .. ., J. IL .. .. , -• .1 ~- / f T~ ... l.. ·.• .. • ~.:': {.\i ~> .I .. .",; ::. ;} (1.16 {;: .. ~iJ? l[ :i. :I.G .1. .1. () :l. 1E .t 3.0 :I. 1 ~-'• :l 9 tiil (; .1.() :!. :l.O \.\i:1.1 1;;, l .l. :~. !::, E ·J O ::·:~ I; .I.;;: \il \(: .i. ,J9 , .... --, . .., .... ~ ... c, !. .~,, ,t,, ,.,1 ,( \,.I TC= J.1. -2 X 2 X .14J BC= lJ = 1 .1./2 X 1 1/2 X • .1.56 t1CTU1l... T ... , -' r't l c~ "l "'II""• /.,( ------WEB DES:GN ------ 10,877 111,96E: 71,0?0 l () !C Bi'? ?!,o·?c 7 !,90B )I 5090 ? !l (_;·, () fl l,C>?S~1 ~=, !! :·~o? .... , ... , /!).J. . ._,. .. , "':' \J,c.. l ,{ !'1•1 l} ,;. !I\;:• ,I. I,,, !:; !' !Ji::!:~·:~ l.}1102:t i~ !I ~:, ~~) t.1 l, l4S:' t1 :, O~::: l :i. !t ll!-9 ----·-~T~NDARD VlRTlCALS 'l :'} !I :l. t:~o /.,!i::::Bt (::: ~-::; :l () ~-!' :~:: ~:ie :!. ; 9~:::9 THK 1=1:,!GLE. hif'.·1ME • ::;;~5 :!. " FWD \.' -I •l ·''"\ ..,., ·! !:~· ., /\ .l. .t.,· £. •• •\ 11 .J. \,1\::, 2. 0 l,I f*),:: u 4. ,.1 ,!. 1/2 ;< :l .138 1 1/2 X 1 1/~ X .125 1 X 1 X .125 .125 1 1/2 X 1 1/2 X 2.0 .125 1 X 1 X .125 ::: II o ":to~;: :t :t./4 :;: .1. :t/l.j x ~:::" 0 ~?" 0 .. _., ,, ... :-11 ., . .125 ~ X 1 X .125 .109 1 1/0 X 1 1/0 X .1/3 1 X 1 A .125 • 036 1 X 1 X .123 l •• f, •• • • I I . '_ ., ,-. ::: 11 .J, ,\:. ~.I .. "~ ,:: # l .i.~ ', I ,J .. ,,·\ II••• l,J:'/ .... ___ ,_ -·· ......... , .. ··-. '..I I •• ·1 !_.·1 ti ::1 0 TC PANELS LC~ J-6 FI F~s·;-H1:.:;.,,;::· L~::::: J ·-7 :;.1 I) FlRST DJAG LE= ~-7 3/4 DEPTHS LE= 30.000 MULTIPLE LOADING: UNIFORM ·re LOAD~ 2qs.s1 ..... l\ .,)-,,,I El···.!D i:dTlJt T :;: i:.. TED SPECIAL 1ST COMP CEJ\rrERL. I hi[:::: ~:JO"()()() UNIFORM BC LCAD= 0 [;::·F .DE:·:·TH R[=:: ~ ..... G F:E:::: F;[:::: i:::[a.:: :l:!( :s?8 II 26 ....................... -.......................... ::3TF;:EBE t~l·· .. IJ~,L.YEIB ····· .................... -........ ___ , .. .. :t t,.i ;:~ ··-_ :t o !i tr? tl T 1 ;_ TED 'Ef\JD ~3Ti:(;.JT :? :.::: V :l ~:1 t,J:} !1,l"j' !;,!9 r, r:"''".'• ... 7 :r "l;, .l .,; .... 1:;1 !i ~:r:::-: J MOl ;:i, ?!7,,) .... J. ~~\ !I ::;~ ~I 0 .... :?O !i ~lGO -··20 :, ,:_;,oo ' ., ~·:·: i:! ·:1 ;:~ 0 0 -~::4, ;~oo .... 2:=:1:'B~1l .... ;,::~:1,B5l BC F :i. :l !I fa ~~I \~1 :tH!i<.:,31 .:1.n,6::;1 '"l: -, M~, 1:: .. :, .-; ... f. :r l \.ti 2? !1 7~:,17 ? '.:i !l ::: :~: ~~ ~-i~ ~:_:/ !I :~ :·5 ~;''. 1:: •!·' ... ,,.·: '1-l :, J. / 0 j1 !i :~: 7 :~:: :; !I 7:::i:i:! ~3 !t :2 ::J,::} ~·:: :1 '.7~)6 :t !I "7{,j l l !f ;,~tj,·4 N-8 WEB F CSC WEB L 11,595 2.23~ i4.a: ., .-., -I l\ -·· .!, •.,: •• I.\/ •J ')(.'10 .L II., .. '1 \.) -·:1. .. 298 :J. u2{.':JO .... :t "~-~9c:~ l n ;:~9B ·-J. u :2~.18 :l. ,,_;~9{::: .. -J. :i29B ~:}? II 60 3?n60 -·,-· ' r, ~) / "{~)\i TL:::: :1.:l!i:l::36,.0B ., PP DIHTi::1f\lCE c; •\ ... 1··" l...i B·-7 ~;/4 10-7 ::v ti :1.:-i--'? ::;/,~ LS-7 ;:;,/4 18-· 7 ::.~./l~ t1Jj_ 1) f;\l:l 1 :1.1 l•)l :!. ;;:l~ !i O!:~? ~;:: (:. :1 0 !7, '? ? ~~I !I 2 ::;: ~\:~ .. :_:: , ;·~ ,,:-? ;:;.!IB4'.? ·-·li !I ~t::O). : :;-, ~=.=, ~~ ~:i --;·: !, 908 ;:: !I .~{~ 6 ~~ .... i !IHJ.t, :!. :I (;)j; /;;, ·-l !, BJ. (:.1 ... :! (I g:l_f.1 :! !,8:1.6 ·-.:.!I Bl6 1.298 37.60 22-7 3;q .... ?l} !I ~·::(:iO ... :~=~ ;,1 !l 2() 0 .... ~·::O (I s:,oo .... ~·~o; 'JQO .... J.!5!,9~,0 .•. j_ ~:I !i ~t ~:~o 19 W3 -9,873 TILTED Ehif.1 STRUT ··· l O !i ~1'?ll .~:: ~~ , ·;·1 !:{ ? 2~:·: lf '.:-"::.=j7 j. B !I (. :·~: :I. :l?:,E~=-~6 l :{:~, ·E ~;it,i , .. ·-v ·-Jl..f{; -· :I. !I :.i:: i!} i::~ .... ::. !I ?lt:f. .... :{~ !I :?:::is:i .... ~~ fl ?:':)6 ... , ::> !I :~:::.-:·;. t.; -:,) !I ?3i': ... 2:1!.'lOB .... 1::i::1:: h:, !• ,.1 •. ,; ,.< .... ,:.: :, ~·:·:o:t ... , :J. ,1 ~·~9f "'" '" ., ,:\/ i-} ~,847 -1 .. 298 37.60 36-~ 3/4 l ,,21.0 j -I--,-, .... , n .~ •.• / .l ~)lf 11 08 ll,595 -2.239 64.82 11:!.--9 :!./2 l!O .. · ,) 1./2 -----STD VERTICALS SE GG f:],ltJ \J1 EI\ID PNL. V~:'. Il··-.ITEF:Ior: TC CDMPRESSIO~~ -25,851.12 INT TC PANEL LENGTH~ .. -5,593 1.000 28.95 ... 949 1.177 34.08 -497 :1..000 28.95 MAX BC TENSIO~~ 26,057.39 h•l:i.V 1,1'1l· . INT BC PANEL LENGTH= --, ' -. : _ _:-,· r·I ;~, i:.I r1·. ~ ' 3TRESS AN~1.YGIS~ 30K7 I.S.P. / MEXAM, I~~ I!C Pr:':1!\IL.t; . LE::·: ·,c P{iit·-lELS L.E:=: FIF;f\T H~1L.F LE::: FIRST DIP,G L.E:s: DEPTHB i ..• ::::::-a DEP';'H 30 5-0 ? BC PANELS AT 4-0 3--6 END STRUT TILTED SPECIAL 1ST COMP t, .... ~7 ~j/t.;. CE~ITERLINE= 30.000 EFT DEPTH (I- (~1X)f:IT:rnl\lt1L Cl·!CHiii !...GADS (i,hE {.D:DED" Pif;; HOTH CCli"•lF'REf.:-SIOhl hr-.iD TEI\ISIDl\l ADDITIONAi... CHORD LOADS ARE ONLY ADDED TO SUMMARY -NdT STRESS ANALYSIS I. t1J/() n I Dl-.!i'.~L. TOP Cl0ii_:n:rn LOi~,D . u . ! _ _i!--.:IFORl"i TC LOt,D:c0 i:lEi UNIFORM BC LOAD= 0 :_··1 ALL LOADS SHOWN REDUCED IY 25~ :., --------------STRESS ' ' ,--,- ::I .-:: !, I'~" ti..t .. ; l,} \JJ :·:( ;':, :;_16 )' j 0 :l.1 l,J/"1 • .. ·.10 ti.l:!.O (1.l:i. :!. !,i:!. :I. I 1 ···., i:,ilO . . ~~ ;i {.\i9 [i,i8 .-, :!_;_', l1)? i_: :U, t,,!6 :1.7 W;:\ :i.:-:.: TC F -·· ~,~ !I {°;;, :l 9 .... 2:i6:l.? -·· 4 :1 ~:: ~::~ 1 .... ~_:i :1 ~:_:, 1.; t.~ ., .. ~5 ~I !71 C~t:J ····6:,4:1.'? ····6 ,i:1-1 s:- ... -6, B~.=1? .... t,;.!1B.~,'? ···6 1, E::~:=1? -·6:,fi~;7 ---{:)!i4:t9 .... ~\ !I :_:J l! L} -.. ~5!1 ~,4lJ .... t,i !,2:31 .... li, !f :~? ~) .l :.·I' 19 WJ -2,619 ···-TILTED E}.!D r:rrntrr V1B ..... ~~, ?!5l !:1fl Et,.m !.)-.ID PNL II\JTEF:IOR BC F ,·~.'!l 9l½:::· if !I;::{}? f:, !I C~J1::1 {:;i, lJ(}::> {:.1 !i 69~::~ (:, :169~J 6,o:·:;t:. (:) :, () ::·;(~, /J !I 9-1.t:Z:: l,! !I !/ (.~ ~-=~ 3, l;:,. (i 3!llJ:J.() ., ANALYSIS------------- SHEAR WEB F CSC 213 -251 1.177 ~,159 -l,404 -l.210 989 1,285 :1..298 •'"l.,'I Ir. ~>.I:: c,tJ :i.9? '"'(.':,6 ----:i.9P ... , -~, I', .... ~:-\::Ot> .... 7:26 l'\•I ":' .;:. J . ....,\ ·-·lr,3.l··~-·-·:i.u29P 9 l,j ::·:i :1. " ~-:~ ':/ [, .... ,~B:l t.!B:t .... :1, u:?98 .... 77:1. :I.n~:~9B ?,·:1-~::: .... l ,, 2(.fB .... :J.!l:t:t!-> l:1:;;:r,-:a :l. :i2B~7. ·-:L ,r;,~9B .... :I. !I lf()l.~ :J. ":2 :t () "T-1 I.,._ .~,/ II (:)1,.) ·37 :r60 "¥'"I I/', .,_.,\/ .. ,·:ttJ . .., .... , .... \J/ "(:1i,) -;!"7 .!. I\ \.,I ,I U \.,1\,_J -251 -1.177 34.08 3,07~ -2.239 64.82 -1,48J 1.000 28.95 -251 1~177 34.02 -132 :1..000 28.95 BC TENSIO~~ 6,9:1.2.05 I~IT BO PANEL LENGTH= o--:c~ ~1--(.1 B- 10---7 ... , -.v ... /i .l , .... .l '·}· 4f;nOO • • •. ,._, ._, :1 . ·1 i-J J:1.O I.S.P. / MEXAM, I~~ I?.?\'::;E L.EhH3"!"H ·1 !';,·-· ::; l./~·:: \iiDF:l<HKi LEl+3·i H 1i4--:1.::. l/? DE?TH 3C: TC PANELS LE= 3-6 END STRUT TILTED FIRST H~LF LE= 1-7 314 JPEC!AL 1ST CGMP FIR~:;·:· Dif.~G LE::: l:,··· '? :·5_..:.-\ UNI~ORM TC LOAD= -08 l..!l'--.!~. FORVi r:c L ()(;I;:::: (i EFF DEPT~l r~~ E =: ~=1 .... o PE== ~J .. -<::i :·1 ·1 · · i,iD CBC I t~IEB 1... :t !:_,- ' ' . . .,, :., ... ~ \•\\/ ... - --;-IL . ED i::i'-1:Ci VlS ,, ' i'.i (~~ \!):I. :I :,.1:1.1 \i,l:1.0 :1.9 l\i::; n::...TED nm STRUT .• (! I')(~ .I. ~ 'T J,.\. ;~~ !I ~; 0 )' Z !• :3c·.7 ::~!I()~~ /.J ::;; !: ·O ;,? ;:~ :::-ir ~::,o:J. ~:: !i ~.:,o :t ~:;a , '.'? ,!} 0 ::;!,02q ::; !' (,~~4 ?!1~)07 :2ri30"7 l !I 4~!-~E STPUT i. '!I ;:~o j_ t, ~,()j_ E:HD PNL :::NTERIOR MAX TC COMPRESSION= 0 -:; !I ba;;(.i .... :;,, t;6•) .... ~; !f \:1 ~) 0 _ .. ~::~ :1 ?'}(, .... :::)!( 770 ... ,? !I t,9~:I .... ~? !I f,;9 ;;1 -·· :t, ab(> .... 1 !,al:10 .... o -·····-·----r:::TD OHO() l111-:1>:: nrr: TC PtiNEL LEJ-,IGTH ·- .... •I •J l, .J • .J.(,., ""l I"\ "Y "'"~)~,:) ----17'.>1 ... J. o·.7 :f.()[: tBO ,-;. 1::.-·:, .! .. ,,\,( .. ·t,2•1 ~:J':i{:;, ·-·:l.:!.6 VEi'(T I C~':11...E (30':? ... :I. le; -"'"'",l l ··-MAX .... :;_ !,6?? .. :, l t:: / C) ,.1 1.:1.77 {:,tt , .. B? ~3l},, on -701 1.298 37.60 607 -1.298 37.60 -514 :1..298 37.60 q2O -1.298 37.60 -327 1.298 37.60 ?62 -1.293 37.60 -262 1.i98 J7.60 262 -1.298 37.60 262 1.296 37.60 -262 -1.298 37.60 262 1.298 ~7.60 -327 -1.298 37.60 420 l.298 37.60 -3:1.4 -1.298 37.60 607 1.298 37.60 -701 -1.2?8 37.60 765 1.?10 35.oq l~}i' ···J.n:l.)'7 ~·;t.}~10B -1,677 -2.239 64.82 -809 1.000 28.95 137 1.177 Jq.os 72 1.000 28.95 BC TENSION= 0.00 H-.!T DC PtJ,.iEL LEl--lGTH :::: TL.=:: .... :1~16:l.B,i~\O o .... 2 3 .... (;;, ~1-· 0 f>--·· ~i' :l. ()---7 j ? .... j·' 14-· 7 :1.6·-7 Jt.5 .... '? :20·· .. }' 2~: .... ·:7 ;~::;::-·• :::; 3(:; ... , :;·· :·J./l.} ~:;/lf ~:,/r} 3/L¼ ... , ...... ,:)/ 1·,1 -v .· n i:)/ i.;. 3./4 '';I .ttJ ,.,.•l. r -:,'/I , .. , .. , .. •, '")'··j-·· / ,:.,.1 *·} .:.1:1.---9 •I /ri .I. I ,:. I _-, ·::; 0 I< i' ,J :I. ;;) :0AIL Y J:!-H)USTF:U,L . . 'I -------MULTIPLE ANALYSIS SUMMAR1 ~EM TC TEN TC COM BC TEN BC COM ~-, :I. ,, .(. 3 ;~. ~I ;_ 1 ~:::: :18 I .. ·,-~::! • .1 .. .. , .... . ,i.:.1. l.J :1 l.}~·::5 (~. !' {~:2!:1 • i~ ~I L,i :1·:·: ~-' t} !l t.f :;:~ ~\ {j !I{!~,:: ~:I ,~J ~ 4::z~.:1 f! !I /..I;_: :,:i l¼ !{ lJ?!:.:, ll !f t,t ;? ~:. l¼ !I i~i ~:~ ~:1 •1 !,!.i~:: 5 ·1, 4~:~1 '-l ~,42.~:=i i~i !I j;,)2!:,:< 4 !I lt?·~~I 0 0 0 _,.,7, !I 9?::) -=-· :t ~:I !I ~;; ~tO ·-l ~\ /150 -·20, 90.0 .... ~:o, 900 .... 2f.~ ,,~zoo ·-·2l! !' C~()O ~~,~~.:!(I s·51, __ ,,1:: 01:: ·1 .(., ,.~ !I \,.• ,,t,l, .... 2~1, 8t7rl ··-2:;_:1,B~,:L ... ,2.-:.; !I 200 .... 2/.t :r20(.) ---;~o, 900 -2:0, 90() .... 1~;{,9~10 ·. ····:l.;-.\!,9~,0 ... 1 () !f 3.74 () 0 () N~XIMUM U~IFORM bOAD: .-, ,· ·. ' . :.1 ;·., :~·:I __ ,, -~1· TOP 0 :1.2:18~1(:. :f.~!:1B~!16 13!163j_ :LE< :r <'::,3:I. ;~2!17~5? 2~? !I 7~71} ~-:~ ~( !( ;~3;:: ~-:~ ~1-!I 23~? ~·:~ 6 !( 0 ~:1 i' ? ~:) !I ~:: ::) ~::: 22 !I 7'~_\'_i' -! I'', I .. ,"I ol J.O;ChJJ. 'tB,63:!. l2!1fl!5,(J 12!,a~:,6 0 0 () CHORD:;:: 0 ..Ni !l860 .... :l.,8{:,0 . ... 2!f69~1 -·7:: ;1 69~1 -·]!,.292 -<:> !I ;~ ':t 2 ·-:::~ !' 6 !:} 0 -·:~{ ll ,5 ~10 --::·;!,'?70 .... ~:\, t:>~:Jo --:3!l6!:.)(i ""~:: !129? .... 3 !, 29~~ -~:!t(:,9~~ --:.~!1(:,95 ·-l, B<:\o -·:l.,D60 ... o () o. 0 t,,07 r•, J'": l r\ ~:. !I .<:.C)~. •'? I, 1:, ,(_\.,.t.. :!. ,G:1.6 , .. , / l", .,:.C>.<:, .,-("',•1 I. .L !F G) .J. \) lJ20 , (',""·' <::,vl i,.} "''''1 / .<:. \1JEB CDM -·:1.,6Tl .... ~1,;:~92 ... 70:1. . -~1:1.4 ·-2, ~;108 -32'? ... :1.,8:1.6 ... :J. :1 B:1.6 _r,\ .~ l'J 1, .. \.)1, .. -·:I. !,8:1.6 .... :~27 ··-<1 i, 20:1. ·-70:1. ''"~I !I ~19:, _,,._~>l¼f} ., I :.·, ;1 .I :1 :f .. , ., :.1· .Ii :_,, ... ,, ··1 ' ' l: < -~ '. .. I ,,,, ~-' ., :_I' -~-----CONSOLIDATE LEFT & RIGHT tiEi'i TC TEJ,i :I. .... ! , .. , !!: ,., :l () :I. :l. •[ .... ~ .1.,., ,•1 !I 4 ~:~ ~~ ,1 !, .-:.i2ri lt.!i l!2~, 4 !I.{{:'::!::( I~ !i 1·f ~~ ~:I li i1 4;t~, l!, ;i t:'J ~:: ~:, t:) , L} :;:: ~:5 t.t :r i~. ;~ !5 , .. , {' .. , Mt,X Il"iUl'i UI ... II FUl~Vi _ .. 9, 8?~:) .... :l.:':,,9;.',() _ .. :t ;,=,, r/ ~.=£0 .... ~\::o, 900 .... ;:o, 900 .... ;;: l}, ;;~() () ... ,:24 !I :2();) ... ~~::1, B~:1l .... 2 ~.1 !' f:~ ~:1 J. 0 (1 0 DC TEhl () 1.~Z:1B!56 12 !I B~;6 :LEJ,6~~1. 1B :• t.)Z::-:!. ~·~i, 7 ~:l '/ 2, ~:J , ;.·:~ 3 :~:~ 2~:,, ;;~32 26r-0~17 TOP CHDF:.D•= BC COM ... ,o --1 !I B60 .... j_ !l{-:;!60 ··-2,b9!:1 .... 2!16~?~:I ·-::; !i :29~! .... :.};:,2?~:: -·3!ibf.10 .,.., <I J" I\ .... ~), C:1 ;:,t, .... :3 :1 7'?() 0 0 () W::B TEr-! :!. :i., ;':,f1 ~\ 607 , .. , ·' r~ .t:.\JL :I. !,816 ,, i.i -:ir\ / .c:. -· :I. :1 \~1?'? .... ~,!f29:~·~ -i'():I. -· ~\j_ l,i -2,908 ----:! '::·':' 1.,1.( .. ,/ .... :t, 8:l6 ·-1 !I Bit) .. ,. ~:I !' ~I ~;: ::; .... 94.9 ·-·497 I :.I Internatioal Structural Pruducts MEMBER SIZES: 30K7 JlO Dt, IL. Y I :\iDUE\T !? I i~~L. El P,:°\!:iD :I Fy '.BEl\ilJil·,IG LOMi DUTS:i:DE DEPTl-i ~.',O ;I ()(l(i .. -000 F b 0 .. 000 ASSUMED FORCE - ASSUMED EFF DEPTH= ::;o, ooo. ooo ~:~ ~:.\ , B ~:_:( :i ,, :I. :l 3 ~?B"9~::10 ::1 BC '._,, ·.,·· ·' ·-1J I .. ,·-"\ .l Rz -0.3960 Ryy Ss ~ C.1478 Qs GAP BETWEEN CHORD= :ln2233 0"89}'9 11100() :·1 ;·, :·., ACTUAL EFF DEPTH= CORRECTED LOAD TC= l':·:rt..: .. E::R PtsHELS ·fa/F-::t) b 'ff:~EGS · U·SihiG 25 ~ ??tt .1.00 f.iC L .... :ll1 "00 L/Ryy= 29.428 USING L :::: 36. (l(i :l..00 0 .. 00000 = :!.2n()i) WITH FILLERS K~ L/R~.: ::,Bu l¼b ~;:(:.\ !l :3 ~,~-:~ ~ s>t¼ F 'f:.'"" 100,91.-lf:l..{)3 ·. Cm:::: ,., C) LOMl 1\10 FIL.L.EF;::: MIN WELD LEN 2X - \.ViHt-.lG TC= 2:l. --2 1.i~n:I\IG ]:-:C::: LJ .... ,r .... .l. 311.398 CHORD WT/FT Ehll> FPrhlEL CHECI:: \1\:::: ~~~1, l ::::9 11 H9 Gu37~1 1 :1..n l),,8'?,~- EhlD PM,:EL 1~:L.Llll#HiL.E FDRCE:3 i:;:EDUCED :to :f: D·,!D Pfl.!EL C>tECI< ···· LEFT END U],IGTH F '<·:.' ·_,, Cm . . - ·fb PM--iEL. P 'i" 10 !i :3~~\:l ,t 7J. :I. :c:, 6) '?,:·:) u ::·; 0 :tl,'}671l:i.f.1 FILL.ERB 9, ::J'?f::," ~,~:_:i :)6!l~)L}:J. n25' ::)J;3J.~:tn:l.8 · L./F:::=lO:I. .Ol I l• ••• _.• 'F '· I !"!/, ,i.!"!f ... , ... ~ .. i:! CHEC~: .... r} t"'tt:: ''j 1·1.i :1 !i C} ..... ~. 11 .<:. ,i. :I,;_:,!I :tlJ4u80 F 'r-.;, ~:.t !I 9~t":'.i~ 11 l :I. <j(l !I 80'.,:: n 4b • , Cm 0 .. 6~59 NO FILLERS L/R= 95 .. 32 ~ ,, : .. I ~-~-1 ~-:., ,., ~-\ : __ , BOlTOM CHORD L/Rz= 1t\~?u7:i.J. TC::-.: 1,q.,: ?f:l ' LL 360~ 170.5 LL 240= 255.8 TC TENSION STRESS~ BC COMPRESSION CENTER BC COMPRE3SlON ACTUAL= MAX BC BRDG DIST= 16-3 3,761.89. ALLOW= 5,058.7 NO FILL.ER 3/8 FOR 1/ryy BC COMP CHECK MAX BRDG BC 1/ryy of 200~= 17.34 •I' '-11 :·1 '. C,, F' L ... ~JEB DEf3IGhln :3010' X>i;IL Y H.!DUSTIU,;L rz1-·· re= 21 -2 x 2 x .143 BC= 1J = l 1/2 X 1 1/2 X .156 l--· r [--, !-: ··1 [:: l-· ... l"'I 'i: SZ QTY ACT~6L 1t ~ :I.,'.: 1 lE 1 1G :!. 10 1 :lE 1 ? bJB 10 l f) \;] :t () :to 1 :I. 0 iii :I. 1 :I. f:i :I. :l.1 SE .. "l I I" / {:) ~-., t~>;Blt? f.:,()? 2,7::l-,~~ · 26:~ a\, /'I 'j /. .I.!( Ci •. 1 .. J! l'\11..., ... .,:.t).t:. 0 -J ~-.,. .!. ~J ,f. ·,··.·, j_:.) ~ 'v'? }-: l -. ~- r--,· , _ ! '·· 1·,, L_ :_I i.1· ' ' : . L.I' . , i-i. I.' __ !~I :1 ,· ,., I. :--~~ \ , .. , ':··: . ' -~ .. ------WED DESIGN------ ALLOW TACTUAL C ALLOW C WELD THK j_!{6?7 ~=:t, :~~9 .2 ?O:I. 2,112 2.4 .325 1" ROD :I. ::1, 4 ~.:·:~ :i.0!,8:?:"l J.1 i1 <?t.B ?,090 :t0!1B?--:l ?:r()(_?(i ?,90B ~\, 6HB l?,tr 0:2l li !I 39L~ ::. !I l i½1:? l.} !I O?:t l, :U\9 2 !I () :~, ~:.) 7,090, 262 1,149 7,908 1,816 2,035 ----STANDARP VERTICALS 1:; ::: 1i":.t ,.1 !I ,,1 'l \.';, I l""J / c1.<:.c,\ J !i:z~iH l {t ~,:·5,9 2.3 .:l.56 1 1/2 X 1 1/2 X ·] ::: / II .;. • • .IC.' .,., ... , ,in,/ I": .r,. J:. uV,. 2u0 .. :i. ~-~ !5 l :I. 1 1 :I. 1 1 ~211(): ,,12~=1 211d;/ a:J.lJ? :J. 1/2 X 1 1/2 X .125 •1 N .. ,,. .. • .L .,.i c:i X :L X ,. :f.:2~, 1/2 X 1 1/2 X .125 1/4 X 1 1/~ X .1(9 X.:I. X cel2~, 1/4 X 1 1/4 X .109 l X i •-..1 -! t•H:: ,I, .I\ II .L .(:, ~-' l X :I. )r: ::I STRESS ANALYSIS= 30~7 Jll .,, !'.'• 1:f .I, 11dt1l 11 BASE LENGfH WORKih~ LENGTH · DEPTH EFT DEPTH 39-0 3./,:J BC PANLS -LE= 5-0 S nc PANeLS AT 4-0 f\[::: ~\ .... 0 TC PANELS LE= j-6 END STRUl TILTED fl ti ;:.1· ·, FIRST HALF LE= 0-6 3/G SPECIAL 1ST COMP liE~: (), ... 6 ::;/B , .. FIRST DIAG ~C= 5-6 3/8 1~:E::: ~!·-· 6 ~::/B ii' l· '· MULTIPLE UMDIHGt UNIFORM TC LOAD= 334.98 UNIFORM BC LOAD= 0 :L ~I b2:f. ti 69 rt kf' 1 · -.............................. _ .... -·····-BTf-::EBS tsl\ll-'1L'Yf:~If:.~ ........ , ... _, ___ ,. ___ .................. . !··--ID JrlE:i'I YC F cl ,··1 :l. tiJ2 _., :l. :t ,, Bi''? TILTED END f:;TF:UT i :: ' j·· '' :.~I \ ;_,_, ::; li_!ll l~. ~1..I ~i t1)6 [;)7 l1!8 , <:~ lO :l. :I. \;J? [!_i :i. () ld :t () l1J9 i-1 ! . :J. ~::~ L ,1. r.; 1,1 I iil{J -f ::: .l.·.' ' : __ , lt) •I ... , '----.I,/ (,1,!,'.J IL.TED ,·,, ~.: lB l--..- }!·! ('"• V .J.i:.1 ·.' ·1· :I.? ;3E ~~ 0 !"_! J. ::: :t v;.:: ·-·:l J. ;:·:)~H .... :Li:1 !' 0 ::) l: .M. l Pi• o::~c.i :·•,-., i:: r:.t\ .... i:. .L :' ,.1 7 \i •OM~-~~-!i ~:~9"0 ·-~:·: ?~ !I 9 ;·;: :::i .... 2/f, 1:?Zt: .... ;:·~ {:, !f O ::; ~~ .... ;:':6 !I 0~)5 .... :1.<':> !1 o:::it::i .... 1 <:. !l o:·3,:) ···:1.1!,:;:tE: ... :t 1 :1 B'.'i''? BC F () (l j_~~, ,~!-26 :I.?, <1~::(::, :J.f.? !io:t:t l-9,09:J. 23 !i ~i:34 ;:~ ~:; , ~I :.::, 4 ~~~t!i?~\6 ~:·: 7_:1 , 7 ~.=, 6 2!5,7::~6 :i. 9, o::·· l :t ~) :· os~1 :t ~~ !i '¾~~~6 :1.:;:: ,1126 .... (i 1•\.••1•Y',. _ ................ "' ! .\.1 TC COMPRESSION= -26,03~.Rl e=:.t·B ~71 !I 0~29 l.j !l ~; ~;_=r,',!, :::; !i <:.1~~\_.~} :3f, 0:i.l! :~:!13~-4 j_ !I 67l,} :l. !i (}·')14 ·-::!. ,, (::{>L\ -... 1 f. 6?4 .... ;;~ !I :·:·; ti l¾ G9B ... ,!5!i9:,'.8 PJr:\,X ;--.1 fyJAV 'i1··1.,·, INT TC PA~EL LENGTH= 24.00 hi ,I,,\/ rfri-r, ~--~ 1:·1 L. ' r·,-1.--. ... ' ::·, WEB F CSC WEB L :1.3,274 2.239 60.82 -:1.,0~.\E :I. n :t /'.::-' ~;/;," OB -5,:1.50 -1.023 29.64 5,656 :1..298 37.60 -4,786 -1.298 37.60 ·:v (,'.t•l t. ~.) (! ,,'/ J. \.,1 ,-;:}, 04 ~:! ;:: ;I :l. /·' ~71 ~-:~, :t 0{;) ;~:: t 0-6) .... ;;~, :~. 06 .. -1,. ;~?B l ,.?{.r'B -:t u~'.9B ;::!rJ."?!~l .... J.n~:'.9B --:::i !~ ::J1..} ~:\ l,, ?-:iB ::),9j,6 "-.1.r.?98 __ ., li '!I )' 8 /:1 :I. fl ~:: :_:;, B ~:) !• ~\ ~,6 .. -:L "?:?:;:1 -· ~.=,, J. ~10 l n O?:::i .... l!I0~1B .... :1_,.3.·_::-a7 l '.3 !I 2?iJ.., -·2 u 2~::~\~ .... 3. , 0 ~~8 :J. " :I,;'''? ".Y "'_I l _J•._ ,JI n C.'i\.J ....... , ~ , .. ,:\/ n (jl,_J ~~7 11 60 :3·7 a f.:,O 3~·· ",~() :_3·_::· u 60 ... , ... , ,, ,'\. \)/ II' r..,l; :37,. {,0 ,:, /,,(;)I..) 29,,b4 6t~. u 82 :~;l.},, Of:; ~~E ,. r;~1 BC TENSIGh~ 25,756.1:l. INT BC PANEL LENGTH= 0---2 ::~ .. -t.,. ~1-· 0 /'"' 6 ~)/lj 1 ~~ ... l:, 3/E: 19·-t,, 2:/B ;;::1.--r -~-! /D , .. , ,. ! .. ~ :~~3 ..... ~·, :)/8 ~2?·-6 3/H ~)j_ .... 6 ').1P :~. 4 .... (.} 3 .. / l;. ,_, (:: ··11 .. :\·, r· c~ c· /'i '1·· it\ I \l c~ 1· c-ll ·,·., •• : !,'',-1\·' ·,-~' ...._ ••• ? , • ., ,,} ,,,t I" ' , ', .. , 1 1,,1 •• \,,, n I.S.P. / MEXAM, Ih~ t~iOl?!<Ih!D LENGTH :)8-8 3/4 DEPTH .,,_~ ,.JV ' ,. ,.,., :·. '(:., ,... 1:•-' I· IL r.~ .,t,.. r·J \ -, .. , LE:: ;) .... 0 ·r(·· , .. ,,,k·11· .. , ,, 11··... "' , .... , , .. 1·11,:.1 ... 0 .• : ... -, .. ,··· 0 ·· FIRST HALF LE= O· .. 6 3/8 !~ FIRST DIAG LE= ~-6 3/8 ::1· · l)EF·THf.: : .. i:> ~:i<>. 000 ,· . , .. ~ l:IUL.TIPL.E LOi~DH.fGf. i-·1· i:.'. ' 8 BC PA~~LS AT 4-0 EHD STRUT .. f'IL.TED SPECIAL 1ST C0~P , : •. . . ~ . EFT DEF'TH RE:::: O···· 6 F:E=" .... , .,1-, ":,,; r.:, ~ UNIFORM TC LDAD=·-48· UNIFORM BC LC~D= 0 i ·1 lo: •<'1 .. ,.. 1-' , !· '·1· 1-· ... l I-, Jl·! 1 · ( A }~, T r·-.L 'f: .. •o: l , !"' i ,. 1--· .,.. 1· ·, ,,lu I.;. r, Lt 'I .... !.. 'd •. Jt·u/ •. ;:., 1',1::. l .<·, .... , .... I : · hi..! ... LO,~!% f.H··!O\i.i!'-i ;:::i::DUCED I:i'-i' ;::·~:,~·;; REACTIO~G R1= -69~.12 R2= -697.13 MIN SHR= 174.28 TL=. -1,394.25 . , .... -..... -......... _, ....................... GTF!EGt'.J t-1l\J(,1LYB:l'.t1 ........................ -.... -............... .. i, l'-IC MEI•! TC F BC F ::H··IEti!'.( ti.TB F· Cf;C t•iEB L PP DISThr-.lCE · --1 W2 1,276 O -637 -1,426 2.239 64.82 0-2 ., . .,. L ··r r·T -L '1' :.·~ •• ..,,. l~;( .. 1"11• ,, I J. 1 ;:: •• ..J l::.r,l.tJ • ;· V:I.S-l 11~·lJ.t, : _ , ::~: {lj~') j_ !I :2 j_ t_1 ·,. I 7 \•.IE; i3 i~9 . , .tr .. , .. i:,6?B ?!,?97 2, ·_:;9~_:.: f:, 6/'B :l , ·."l 2 ~·:·; J., 72~) 1 .,, .. ) ld.~.· .. ,. '' :i. 9 SE i::Gl Er.ID ··:·o \l1 E!··.ID ?i\!L 0 .... l,~)~:,;-_:i ... , j_ f, ::·;::; ~.=1 .... 2!fo~,i ·· .. 2:,0~1:I. .... ~·::, ~~,29 .... :c::,~l,:J}' .... £~ :i 767 ,., .. , , ... 1 -i:: !i /~J/ .... ~:: !I ?(;.-.j' l'f c::''.tt"'': .. ~ .:.:. !l ~-= .(. :~· ... ,~·:: ~I :::t:C::~,i ,.,,? !I (i~::,:J_ .. -l :i 3~}~7: .... 1 !I :·::: -~) !5 0 --............ STD .... 9b -·:LO? :1.08 :lBO :«·~ ~::, ;:~ -::.\9? -96 .... 7;~ 113 1.177 34.08 3-6 553 -1.023 29.64 5-0 .... t.)1.)? ~-~-· {j 3./E'. .... l ,,298 327 -1.298 37.60 11-6 3/8 :J. n 2~iB ~)7 1r 60 :L3-6 ~;/B --l u :298 :)/ n {:,() -226 1.298 37.60 17-6 3/8 -! ... il"tf ... --,1. 11 .-::. :r Ci .. ,,lf20 :l ,1298 3}· ,,t:.~o -;,-, -' ..... ... ,1 n c;,t.• -, .. ., ., I\ ,) ·' n '('j\,i l 9 .... <-· 3/a 2:1, .... 6 ;.:.i/d 2?···· ,;:, 3/B :?9-· l> ~)/8 -607 -1.298 37.60 31-6 3/8 553 1.023 29.64 33-6 3/8 113 -1.177 34.08 35-;6 3/4 3tt, .. , O ~)/ ;~. '"·697 lu:f.7'? I. :;; •.p :U\lTr::IUD!~; .. ;ii;,X ·r2 CC!i"ll=·r::ESSH.H-,!=-0.00 MAX BC TENSIO~~ · 0.00 MAX INT TC PANEL LENGTH~ 24.00 MAX I~IT BC PANEL LENGTH= =1 . ' ., .1· --~, ·._, .I ·I ., .,· .. :1 :_1 :.I · __ I "' :-_., 3 0 lG' ,'."f:i. :t DtiJLY H-.JI)USTF::r.1~d .. -------MULTIPLE ANALYSIS E\Ul'IMf;R',' BC C01:i 0 IYIEM :!. ::; 4 r.: ,., ' /;) .. ,, .l l () :I. :I. l:? :l. ~~; :I. ,1. :!. ~.i 16 J. 7 :l.8 :]9 TC TEr·-l 1,~~'l6 l, lj (:, 1, "?~:::·~\ •i .. ~, ,., ... \. ,I, !t / .C,'1,,:1 :~~ , :~~ ;·:~ 0 2 !I::~~~() , •• , , .. ;',C) .L. !IC) l 1 .. 1 ~2 !I <=>78 2:,797 :;~ it 79:7 ~::!, f.>-lB •'""I ., .... ,., .c:. !i 0/(:,\ :? !I :)~~:o :t !I?~~:) l !i' ?~~:; 1 !121{, .1. ~~::i'b 0 () /• ,1 TC CON -·l:L!,G?? .. ,.:t:t,Z):i.B ··-:J.C),o~:~6 -.. 16~ o~;c:i .... ~; :L , !:, ':VO -~;;::t, !5':~0 '"·~':~l.j !I 923 -~~i~, ~{~~::, .... ;,::6 ll 0~)3 ·-~::6 !I 0:3::1 .... ~24 !l 9.';;:::; .... ?LI !If/?~> -·2J. !I ~)!_i(:) .... 1 c.' o::·>t:":i -~· :I. <S, 0~16 -·:J. :I. !I ::·;:r.D .... j_~L ,.B?? 0 MAXIMW~ UNIFORM LOAD: DC TEM 0 1 ;~, l~.£:6 :I. 2 !I t.} i~-6 19!,os~i :l f.) :1 :)9;). 23 !! !)::_~lt ~=~ 3 !I ~~:, Z\ 4 :25!,;'!)6 ,,.I J:: .. 'J 1,.°: / .,:. ,,1, ·' ,,lfJ ~=~ ~:, , 7 !::, 6 ~~~1!( ~)34 :? 3 !I ~~I:.:) f¼ :1. f:?, o:t1 .... J. :l :::~3~) .... 1 !{ ~).3 ~I ·-·2, ()~,j_ .... 2,0~1:l .. -:t::, ~,;29 -;~, ~.2~) .... :2, 767 .... ;;:!, 76? I'\ , .. , I -'I -·,(:. ~ / tJ/ I'": ..... _, ... _, "".i., ,· o.; .... ;~ !i !~:,~zsi -·;::!I ~l~~s': .... ~:: !1 0 ~:, 1 :l. ~/!IO?:!. ····~~ !I (i~,1 12!<4:26 · .... 1 !i~)3~1 12, li26 -·· l !' 3::t~:i 0 --() () () () (i () 0 TOP CHORD= 334.98 ,J .. ,., '''r'".1/1 .L ... :, !I.,:./ i.,} ·~:''".:~' , .. ,.~ .. I ,-,--:: I ,-,·o ~~ !I :1.06 ~~,l06 1::·r.: ;.,Y "''"i~ " i,..J j ., ·:• .. L.i liJEB COM .... 1, :1 .q~~(:, -·-~i !11 ~10 -·607 ···4 "786 ···'1'.:::0 .... ::5,01.i::, .... ;~26 .... :3!1 04~:I --li20 ...tI, 7r:l6 .... l10? _, ~-:l !I j_ ;':,() .. Nl !i4~~6 .... b:1l.JB6 ,aJ. ~ (i~)B ., Ii'": -c)C.\7 .·.1 ;·J ;:J :~1 ;I 1::1 1·:·1 I..' :.:"I ! : k'·. f:'·1 !-. r.-1 ,., i. ;.:1 .·1 ,.,, .. , .. ···1 '. '' l'-: :.1·. ~- ·-1 L.:. t-:·: ,·, DAILY INDUSTRIAL ---···-·--·--·· CDr-lSDLIDP,TE LEFT t RIG1-r;- 1rJE:·1 TC TEhl TC COM DC TEl\l DC COl'i 1 1,276 ~11,877 0 -c 2 .._., ~ .. , !:: ~.1 .... , l 9 :i.O •J •I J. J. ., t'l .1 .• .:. 1!,:(:1b -·:i.l.!.~)1.8 :!.'!\?~::::~ .. ,.:J.6,036 :t ll 72~3 .. "'.l 6, 03,~ 2 !I ~)~::o -·~=~j_ ~I ~190 ~~, ::,~~(i ---:l 1 !I ~if'/() ~-;~ !I 6 ? f:; _,. ~:! l.~ !I jl 2 :3 ;~!i6?B --~Eit,9~~~) G 0 0 ~AXIMUM UNIFORM LOAD: :t ~::, 4~~~b :t 2: !' t.} ~=~ l) :l.S1 !,O?l :1.9,(>9:I. ,, .. ,\' 1:: "":/ I! J .. , .. \ !t ,.ld'-t 2~;, ~\:')i.} ,._,r.: ~-'!!: l L,-..1, / \,I(;) () (i 0 TDP Cl·-!O'r-rn•:: ,, ·-1, Z):)5 ... j_ !I~:;~;,;:\ .... ;~!,o~,1 .... :c? i, o~lt .... 2 !i ~=1~~1:t .... ;;:!, ~=129 ... ,2!, 7<"~,? () 0 32? ?2 .... :i_ ,.;~:~6 -~~{~ll~jo -·60? .... ::;;!,o,;~1 ;;1 {I. Internatioal Structural Products MEMBER SIZES: 30K7 J11 El Pi.•.E:-0 Texas Dt1ILY Ir·IDUSTRIM. BE!·· . .JD I 1··-IG L OA.D OUTSinE DEPTH BC •} ''/ .... J . .._; ~;t() !( 000 "000 O.MO (i "t\£.i.!,i() / ( X) .... TC \/ l "" 21 () U ~,:i ~I :::: 0 ,, 1: r.: •:v" l-u -..11.<dV ACTUAL EFF OEPTH = · CORRECTED LOAD TC= Ou386{i1 '',"if.~ r, ., Lt J., ,I II \, ,J, ''/ Fb ASSUMED EFF DEPTH= i ...... .:::,~:;-.,.. () 11 l lf ::·,•t~ t11::. GAP BETWEEN CHORD= r,I" ,C\t.· ::~o !I ooo" Goo ~~6 !l \.1~J~) ,. Bl B r:, C) t~ r.: :"\ .t.U11 ,; \,!\,1 :1..000 r:I :·1 :1 :.-1 ; .. , I .'!"1 ,_., r\X L/Ryy= 29.428 USING L L/Rz = 30.303 USING L WITH FILLERS K= Fa= 23,634.Q USlNG MAX LOAD (FILLERS)= I ... / i~! :::: ::; B n tt <::1 26 !f 3~:t~~ 11 9l} · MAX LOAD NO FILLER= 6 MIN WELD LEN 2X - I TC f.-l?.C ( 'f ,dF,,1) ;-·~1- t CHORD \1JT () II ~~9 ~-~ ~16 2f.;,!, 9 l~-0 n /;:; ~,tJ 6 :J. usnm n>, 21 .... ~~ BG:::: :l. ~1 "" l CHORD IJ"f' i•"'"I' ¥1 I/ J• I Er,.ID Ft.,l\lEL CHECI< i-1 END PA~EL ALLOWABLE FORCES REDUCED 10 % :·_I Ei-,JD F't1HEL Ci-!ECI< .... LEFT [;\[() LEhlGTH F1,1 Cm ll:r8~11,,:1.7 j_ B' 2~.:1<"::\ Ir o~;: :t. :::a !I 9f:")!) II o:~:~ F .. \~-:, .,. ..... ., /·. .~:. :I.I? X MID PANEL= 0.8434 F'J! ... LER3 \I FIRST P(1l\iEL LOAD CHECl< -- Fi:I .. I Cm ANEL PT= 24,216.1 BOTTOM CHDRb L/Ri= MAX BRIDGING CHECK MOMENT OF I~~RTIA= i.-1 :·1. ·· TC C COMPRESSION CE~TER LEFT EJ\ID J. :;. !i ?~?l;,, (1:5 ~? (i :1 6 !::, :, II ::; ~·:, MID PM·-!EL.= •I .,r<i "'.••f •I .f, (,),~:, II / ,/, ,J, :f.4.78' LEl··-.IGTH 'f'b r·~ID·-P(:;l'-iEL ·!',,t/Fiit 1'.;LL Oi;J:::: = Cm:::: :t,,00 (),,()0000 ,,.~ ., ";•(:) f.'":P .<.. \-1 , .l., / ll \J.? (}.,~)'?~:."; ~ ,;: .' n ,1. ,.IC) l.j(),1 (;0 ::><::, !I :~4 :1. tr ;~f;/ tt, ?~]B,, :it:i L/H:== l .'J " ....... ,::)'•j" .,. ··,l 1:"::i~! II :·:;B :i.0:1,:·~3(i11j_O ~~~:;-!I El)~-; II B~~:, L/F<:::: Outi9~:1 .;;. l. u !~1 ~l o'1 I\•"• I"• i,f \.J1.} ll .!:. l'-iO FILL.El::: :·:1 BC /· D:tET ::: l 9·--0 FDR l/1-yy BC COMP CHECK :I ... ~-' -, ',' MAX BRDG BC 1/F// of 20~ = 17.34 RLII'~ DH ?-23-96 ·1 l., ~-, :I :-1 ;·1 !I ; __ , _!I :·1 :1 :1 :_, :I :I :: .. I r_-, i_·I :::1 WEB DE~IGN= 30K7 Jll hiUl"IBEr~ EZ GlT';' :l. l;J2 F:N 1 2 (!J3 :l.E l 3 l;J4 lE 1 t.i ~J~l j_,J 1. !5 t,Jt.., .1. 0 l 9 li.l:!.O lO l lO SE :f.(> ;~ f: :1.1 ljj_ J.() 1 le,., '.~1 -2 !::-t ·'1 \,\J.J.-1 :2, :l06 l) 1 :!. ::i '"1r-. / .ii~ ., X .143 BC= 1J = 1 1/2 X 1 :l./2 ------WEB DESIGN------ ALLOW TACTUAL C ALLOW C WELD 21!,lt:l? 3.0!rB?? ,1 r. r1.•", ... , .l I,} !I(:_~// :J.3,4~,::-; ?1, 0':t'O 10:iE:77 7!i:)'?0 B!t9'99 "?,, ()f/0 I'\ ",'t''~11 ..c:.,,;,.; -~~ !; :;. :I.~:: ~:i !£ 9 ;:: f.) i~· !I (12 l l.}, 9i10 i!i1,1.9 lJ !I o:;::J. l !i' J.lt9 1·1 1":r-:-:1 ,:. :1 .{:, :; / l, l 4S> I'°; (",. ,{:. u c:, l""1 , ... t. Ir<:) l"t r\ .{:,ti,(:. 2.0 , .. , l\ £,n l,J .----STANDARD VERTICALS :l4i, 1.BO 6 !I ~,Bi 7 !1 o:;~o 6:i486 l !I J. B7 799 B!l~)lO ~).~: . 1!,:{::!:,B ?,;0 :1.,:;)39 :21r{) THI( M·,lGLE hl(WIE 1./;2 >: l X 1 ; .,.,.., .._.,. J, l .<:. ,'\ 1./~2 X :l/2 X .. :t:<?!:1 l X l >< ":t;::~, 1 1/£: X 1 l/2 X ":1.2~1 l X J. ;-:; " 3. ~:: ~j •I .,. .. :1:· 11 J.L-..1 -! .-... 1: n ,I •• <:.\., -Ir·' If .J. ,.,,~ •{ .-.1:: ,II j_ .{:. t.l ,,lJ.O l l/i1 X 1 :t/l.! .:z: :r 12~:I .125 1 X 1 X .125 • 125 1 X 1 X ,125 .026 1 X 1 X .125 ·I ;-, DEPTH EFF DEPTH '.-~, BC PAhlLU . i .. ,;::: ::: l:.E:::: Lf:::: "7-• •~• II J_ r.7 I.)•" _{~ ·::-... r: ~.1 \.,; • 7 BC PANELS AT 1-0 El\lD f~TRl.J'f TILTED SPECIAL 1.ST COMP :1 :I DEPTHS CEJ.fT ERL I t .. lE '" 20,,(;oo l'IULTIPLE L0(1Dil•IG:: :··, '._-, UNIFORM TC LOAD= 283.06 REi;CTIDl--.ts F::1.,::: +9,3a?.,'.t3 TC F :!. ::1 ::--1 TH. TED El'-ID [}TRUT V:I.S 2 1:: ,., ;1 6 7 ) -; .,. {"1 :. 1.0 liJO < a J . .i. ,_, 1:;:: l :·:; t1J ~:, :t '~ ,I :i.-6 :·., j7 :1.8 :1.9 [lJ,~-., ... , l}.,t~) ,,., :· \ .... l;Vi'. V1 .... 7!,7~~6 ---:l.2 !I ::;tI1 ---J.? !I ;:;lfJ. .... :1,·_7!19?::·:, ··-~?O !I '?B9 --~'::O, ?ES9 -?O!I :::·'89 .... ;;~=;), :::'89 .... :1,?:197::~ . ... l?,97::; .... :t :t:: !l ~)/.}:!_ .... ~=j ~I () ::; {.; ..... ;,~, (Y::;t.~ SGl f:::i'-.lf.> Eh!D Pl\ll... DC F (i () f:J, 46)9 i:),llf.)9 :l.;}~!509 lt:-1:1 !::109 l9,7~):::: •r r, -.1•·,.,~ .I. 7 !I l ,.~ '-> ~~:I., j_ ,:11. 2:1. !I:!_/!\:!. :J. 9 !I 7~)~; 1. !:; , t,()9 J. 7:1 ~1 !:)09 H !l t.t69 r~ .,, , n \-!I••}(.:, ':'t 0 MAX TC CDMPRESSIOh~ -20,789.51 UHIFor.::M BC L.GhI):c.: +4, 3a7 II lJ~) t"1J\if\L. YS I B 4<?~, ~)~~18~, ::~!Ill~~ ? :r ~jlj:? l :, 9Bl 1 :,1.11. !:', ---f:VJ9 .... :t ;i l.) j_ ~:, ., r·,r,-,-1 .... J. !' :r 0.1. -":?!1~147 .... :3 !l :i. :f. ::~ .... :·5:r :1G!:.=, >} .,, ... ,.., ...... .... { ~-!( •,., 1::;, 1 .... li !' ::;E~? lf ~;,;:-, !~1bf!i .... ::;, 66:t 4!196B .... j:i !l 0-6 ~~ :3 !l lf.>l -;2!/2~18 :l. !I ?~:,o UMJ.!,7~1() --:t! !I 7 ~10 :t,?~710 -:2, ~,:~if{ :~; !i :l,6 :i. ···4!106~-. ·'I t''t l r~ i.y !I :r •.)Li ----::;, 66:1. .:I MAX INT TC PANEL lENGTH = 24.oo i.-1 ,, :.'.-1 ;-~-' __ .. , ' --..... -~ .. -: 0 F~E:::: f::L:.= RE:::: CSC· 2,.;:·:oa 1. :I.Ti' --Ln:l. .. .. :i_11 ~~~i~1 :l.11~19~) "<i. ,,5?!:,. :l. rl ~,()1 ~:, .... j_. ~~9!:, J. If ;,=19 ~.=, ... ,:L n !:,9!5 •I i::r-,1:: J, II \,~ 7 \,J -··:l.,. :1.77 .. ::;ou ?9 ::)0,1 7? ~)O,, 79 r,,-, "'·''"'1 ,e.',,::, II/,(:. PP DIBT1~·,f··ICE (:,.... ~:~ 3-· l} "Y ("• 2' .... i::• ~,··· B 7 ... B 9·-B J. .J.-·· B 1 ~>·-· a :J. 7:, .. M a :L 7 .. -fa ")·! ·-··"1 .~ •.• L ,;:, ~:::;, .... E: ,-, '.I :-'I :-1 :I I :·1 I ··1 _I _I : __ I .. :1 ;_I '.·:1 .1 SlRESS ANALYSIS: 20K5 J12 DAILY INDUSTRIAL I.S.P. / MEXAM, Ih~ :;.: Oi~ I< I l·,IG ,;, .I.-· ,,, BG Pt, 1,JL. \::: . i ... E·:;:: \,.\ .. ~ 4 TC PA~~LS LE=· 2-4 FIRST HALF LE= 0-q :··JUL.TfF'L.E LO(;·,Dil'-lG ;: UNIFORM TC LOAD= -48 L.E hiG. ;-i··! .OEPT!·i 7 RC PA~ELS AT lf-0 END STRUT TILTED SPECIAL 1ST COMP l~hITERLINE= 20.000 UNIFORM BC LOAD= 0 EFF DEr'Tll 1.)" ~::: F~E=:: ::;,... :1 l~i:> ;2-'·½ :~: E :,., 0-·· ,1 HE:= ~-;-8 [~[:::: '.;;:0 .. 000 NOTE: UNIFOR~ LOAD IS NET UPLIFT nLL ~DADS SHJWN R~DUCED BY 25% l'"t•! .. .. l'\ J ... .. .... ~1~.=1HuOO TL::-, --1 1,:J.:l.6 .. 00 -------------STRESS ANALYSIS------------- t--10 MEM TC F :l. UJ:? l,02:l. TILTED EhiD ;,:HWT ::i o.ILi li i~I~:, ;:, iM) I"": 11(') f\ iA• :r :1 .!. 1Jfi' 1.:? (;i6 l ~::a b.l ~) j_ (! [;.Jlj \ ! ., 1,1. 1, ~)l:.:9 -! r:; ,,.., J. fl ,.10,· 2 !I ~;::B ~.=1 ~t:~ :C ~:: ~3 ~:i ~/, (;)l! r:.} 2· !I t:, l} ,·:} :;~, {:,ff l} ::: !I 6lf/f ~? !I ?8 ~.:: :2 11 ~(·::B :~, 1 !I ~.)l:,·) :I.!(~-,<:,,::: :1.7 :I.C :1.9 i'!hX \J~~ IMTEl:;:JDF: TC COMP;:::E3~, I CJJ-.,J:::: 0 ... ,:i. !lO . .i'? " .. l !,0"/7 .... ~;:!t :=.:109 "''?!I !:109 ···:? !•6~:tG .. , l !"•/'\ ·k .::., c:ic:ic; :: , ~:_:i~/9 .... ~:·: :, ~-:,<:; ,,., ..... i. !i 9 '.'.? ~~:~ .... :1. !,G)'? .... ,;. !1·0?'? H,.ff TC: PP1t·-lf:]. Ll::J-.lGTH .... ,, . ,• .. ~-; -- l ,-~ -·c:i.c: . ",'I I'~ IJ ( ... ,....l ... .. -cri.. .. , liJEB L. .... \..\.t:.,·Y 74 1 .. 177 22.72 2-4 465 -1.021 :1.9.71 3-4 -631 1 .. 595 30.7~ 3-8 517 -1.595 30 .. 79 5-9 -102 :1..595 30.79 7-, 8 287 -1 .. 595 30.79 9-8 ·· .. :!.GC -2?? :1..595 30.7S 11-B 222 -:1..595 30.79 j~-LJ 222 1.595 30.79 15-8 -22? -1.595 30.79 17-8 287 1.575 30 .. 79 1~-8 -402 -l.595 30.79 2l-8 517 1 .. 575 30.79 23-8 -631 -1.595 30.79 25-8 q65 1.021 19 .. 71 Z7-S 2'1"00 "V , "'' . .)(::, )4 -1.177 22.72 29-0 -l,l46 -2 .. 208 42.62 28-0 558 -558 1.000 19 .. 30 -62 7q 1.177 22,72 -72 72 1.000 19 .. 30 iilP!>< r~;c TF::hisrohi::== o II <)O :-_·, ;:-, i:·1 11 :.1 (·1 !I . I ' :-1 '._I I ·1 :_I ... , .-.. , . - ' - c,.I ,c __ , i-1 ,. ___ I D1\ILY I~·.!DUSTRitii ... -·------MULTI?LE ANALYSIS SUMMARY Jr;EM :I. TC TEN TC COM BC TEN nc COM .. , .. , ~:: ,., .. , .i •l ... , .I.-.: •t •I .J .,. .. ,··, ,I 1:. :i. l{. •Ir:: .J ... 1 :i.6 1 ... _. J .... 1a ';)!I(;()(:, ··-:!.:I., ;~?l 1? !I 000 -· 1. l !{ J. 1}0 :::1 !' 000 .... :t 2 !I l},~;-s 9 !I ("ii)() .... 3. 2, ;~\-!/~::: 9 :1 000 .... :t? :1 ,:;·7:; ~-:,:)()(} ··-l?!l~??~::: · --_;, ~, ::>oo .... :i::o.!( ?Br/ 9 !' 000 .... 20 :r ?B9 S" !I 000 .... ;:~<> !I ?C<.i ~} !i 00() ... ,20 !I 7Df/ ~-:.·, 000 ., .. 17, 97:3 9 !I ()00 "" j_? !' 97:) 9, 000 --:J. ~':! :1 L~ 1?E! '},Q()O .. -.1,2,,1.r/ft ~?, ()O() .... :!. :t !I J. 9{) ? , (),)O ··-1:1., :;;:·:7 0 0 () () NAXIMUH UNIFORM LOAD; --· .. -~ TOP ,, 0 :l :,:, 1:.:\09 :I. !~t !• ::11)S't :t9;?33 J. 9 !i '7::>~1 21 !i J.l!J.. l 9 :: ?:)~> 1 :;i !I ... -:·:;3 :I. ~!I!: ~509 l !:; :, !::, 0 ~~'; 8 !1 l~69 D!,.;.io9 0 .'\ '-.} (; -- 0 Ci;JF:D::: 0 -·· l ,, 077' .... J_ ;! ~;,·72 .... 2:i ~109 .... 2 ii ~J()~f' -·? !' l!:,8B .... ~;:: ~( ~:·1 0 <.1 .. ~J_ !1 (??~:: "" :t !I 9·7;;~ ·-·l i:'O'?? .... :1, :,07? --() . 0 :!. , ·7~,0 1•}r~11 .t: . .c: •• <.. l'',r-,r-, £ • .<: •• L 1. ,, ? ~1(} ~?a7 .... , ., /., .. ,.:i!,.l,\:.'i.l. /'·} '".,r'r / i:. liJED CG!,.; •••:I. !I JJ.lc) _, .. _.,., .. -ui.,.i . ... ,j~ !i ()lJ ~I ·-402 ···J. ~ ?~,O .... i-:1.0:2 ····:3,t!:,61 ••• J. !I 1.<tt; .... t4 !I ~)B'? .... ~,{,f.:i '~Ul\l 01'-i ;~---;;:~:;·-··'tc) I 1·1 ' .. l:I :1 '. II :1 r-·1· ;·' I ,, :1 :·1 '.I ' . l ! '.·1 :._:I >I :~1 ~-' >1 :-~--:' MEl'l :J. ,., .~:. 1:: ... :!.O :;, :i. ~ ........................ COl·\if.:DL.Itf~iTE LEFT TC TE:i'--.l TC CGl'1 9!1{)()(: .. ,,:t:L!,2'?? 9!,,:)00 ':/_, 000 s>!looo ~>01 !' <)00 ':?:I()()\) (:) ·'!t,r-i .. :1 \, ,., \,• ~;, !I ~)00 '\ ,., -.. :J. :L, :t?O N .. :1,2 !I l.if?tl ,._ :l.? !I l~ ,,:· ~:~ ···:17,'/~··.:> "":I.'? !J(,;•· •. ::, (; BC TEr·~ 0 8,469 B !' {.~t;i9 :I. ~.-=1 !£ ~10 ~;- l ~:I :1 ~.:I () 7 :l 9 !I '? ::; :·:~ :t 9 :1 7:_:J:·5 2:1. !I :J.l}:f. () ·o Mt,>::;: l'1Ul''l u:··-.II FDF:l"i LDi~D; TDP CHDF!fJ:.: ., f:i tO:GHT BC CO!"i -.. o ... j_ !,0'?'7 .. -j_ !• 9?~~ .... :1. !,<_;··72 --2 :-~.:,or/ .... ~~ , ~::, () ~:-: 0 0 i1.IEB Tf::.r,.J ? !,Ol:l: "l 'I" , .. ,-(.:,..:·l :,:l.'i' r":"'lr'• 1.:. ·'-.(~ -·· :I. !I j_ l.~t, ·--~:;, 66 :t. .... ;~ !l 2~:~a. _.,:i. !i ?~10 -·4 (I :::a? J;• l I ""1.(0\:., ~_-, !--, ,,_,. ; ' !~·' : .. I !'.I ~-1 :._I :-, .. :I ;1· ·- 1··1 ,. l. ~, '..I 1·.1 ,·-1 '. ~ .. tJ I n ti!~ I'' n ,,; t j_ o c\ l. f3 'l. 1 · 1., c tu -, "' 1 P r C) du r; ·t -:, MEMBER SIZES: 20K5 J12 Fy 0.000 ASSUMED FORCE .. ,. ::-;c !I 000 • 000 .... 20 !, 7Bt:t .. ~:1:\ 0 I:E!··.W I h!G : .• Ot,l) ou·;·E::IDE :O[;::·TH 20.00C ASSUMED EFF DEPTH= l 9 II~;()() BC -· :i.E AREA -0.3590 -y(x) -0.4210 Ryy - y -0.4330 Sl ACTUAL EFF DEPTH= 0 .. '16:l.O 0.2:!.70 l<? 11 :t4{;;- I"• t_\·::. t:tt:P BC C ")(,'.':?::{\ .1 u J. .. l ,.1 ..... R)';i l.0000 :l,, 000 CORRECTED LOAD ~C= 20,956.729 L/r::x :::: ~::t2"('60 UE~IJ·-.JG L. ··· ;;·:..:.!u()O L/Ryy= 34.605 USI~rn L ~ 36 .. 0C L/Rx = 40.677 USING L = 12.00 WITH FILLERS K= 1.0C· F,:( :::: ;;:l.}i1G~:~b1.~:·: USihfG L/F~:.-:: ~::.;:~.,06 F''t~, .. :. ~:,~:.=,,o?7,,:·r:c:: Cm:-: 01,00(1()0 M,~,>: I...Di::,:o (FI"L! ... EF:S)== :;:1!,~7,tlB.,{~,? Jrf{sX L.D~=:D l··.JO Fil...tEF~:::~ :l.6!,!:$07"~:!t:! NIN WELD LEN 2X -r. -, .. ,, ,. :,_In\)/ ~:, re ( 'f;:t/Fa) I-:C f3Tf"<ESE 0.98225 USING TC= 1J -1 1/2 X 1 1/2 X 29,661.828q1 USING BC= lE -1 1/2 X 1 1/2 X •I 1:, ,.• ti .!.-..•,HI 173.695 CHORD WT/FT i~ID PAN[L CHEC~ W= 283.06 E;·-.JD Pi~l-...~EL t1L.i ... Ol;Jf)DL.E FDRCE1:; REDUCEr J.<) :-,~ , .. I ::t -1 ;·. Ptit·-.!EL. PT LGTTUM CHORD L/R1= ht;\ X::f-(1.DGil·$3 :::HECK ~OMENT OF I~~RTI~~ ll,368.62 AXIAL STRESS fa 7,916.60 fb MID-PANE~ om ~MO MH '\ ..... H {),, ~;: ::. H ·r .=:t.lF ~, TC T8~SION STRESS: 10,216.65 JC CDMPRESSIUN SENTE~ l ;.~ !~ B02" ~710 i:::j 6 :r (.') l.} <i> " B ~:~ :.) !i :i. ~~ iji ,, 9 r:~. MAX BC BRDG DIS1 = 17-1 J ' ,, ,;./ i,y FOP 1/ry; BC COMP CHECK MAX BRDG BC 1/ryy of 200 -17 .. 2 ., :-I :-, l' ii :-1 . . I.I ,··1 " -_, ,.·, ,·. :1 .. I :_·_I :.:.1 '.c_:I -__ I I ~[3 DESIGN: 20K~ Jl; TC~ lJ = 1 1/2 X 1 1/2 X .156 BC= 1~ -1 1/2 X 1 1/2 X .12~ ~71 k16 /;:, ;;J/ •] .-'\ Ii•' .: ' .. r V .!. :i. (; :i . ,t;_:I :t 10 1 10 l :1.0 '.;:: (:{ :i (.; 1 10 l .,... ~. ., .,. , •.) .i. J. ~,17 ., ..................... i~IED DE fa IGH ..... -.............. .. w::U.i THt< :t6:139B l ; :t if(:.; 3., 661 3,030 2.0 .113 7/8" ROD '?:109(i 10!,Bi-'7 l O, B'.7'? 7,090 7 ,, 1/0~~5 '?, 090 ? ,, OS$ •1 ... , r.:,1-.. ,;, !I .f \.l'v' ~)!, 815t'l ;':,, FJ~\8 :l, H:i. ::; :·:·; !I :~:·:11 :I.,, ~:} l ~) :l:,~::1~-; ............. -::;T f'.1I._H)t1RD VEF~T I C1qi..fl 14,180 4,387 11,026 2-, ~;1~9:!. ti :{ :I. :·:~ ~(·:~ ., r-,r,: II ,/,,{:.,,.J 2.7 .125 1 1/2 X 1 1/2 X .125 2.2 .125 1 1/2 X 1 1/2 X .125 2.0 .125 1 X 1 X .125 2.d .109 1 1/4 X 1 1/q X .109 2.0 .125 1 X 1 X .125 2.C .125 1 X 1 X .125 2.4 .125 1 X 1 X .125 2.Q .023 1 X 1 X .125 2.0 .022 1 X 1 X .12~ ' -~· .. .. ' ~ .. ,... . ... I l .. , ,-·, ;1· .. r_·, r:1· .. I .. , : ;·1 ;I :I :.1 1 .. 1 '.·_;I :·~1 :::I :.I ._I STRESS 0NALYSIS: 30K10 J13 !.S.P. I MEXAN, INC ~,l.·-ll ~i./B BC PM-.1! .• i:; · LE:::: 'F'. P1~ii-,JEI...S LE== i::· I ;~; !3 T H 1~1 I... ;:· L. i:~ :::: FIRET DI1~,G LE•• (.i-1 :! . '.::,-·l :l DEPTHf; LE::: ::;o,. ()(;() MULTIPLE LOADING: UNIFORM TC LOAD= 269.3 REACTIONS~]= +6,952.71 DEPTH :::.o 11 BC PA~~LS AT~-0 EJ,ID ~3TR,UT TILTED SPECIAL 1ST COM?. Ll!-·,!I FCH~!'I :c:c L.Cit1D•• 0 • EFF IiEPTH F~E::: RE:::: F~E::: 0-:1.1 F!E=: z, .... 11 RE==: ~;o .ooo F~?:::: ·I·(!.\!' 9 :-;1;:~ u :? l I\·; I 1\1 f,HF-:~ l, :'l~5B" :I B -................................................ ~:~TRl::'.t~t3 t1l\!(~s1... Yb i: fa ....................... ~ .......................... .. . 1 W2 -13,030 TILTED EI\ID ~":>TF\UT VlS ····:l.?,,::.\,1::; ,., .t:. 6 n [;JJ .1 •I ,I J . .l. :L :~·:: i)J l ::~ :i ::; hi:!.::: ::. t; \;J:i.'.e:: :l. ;':, \1J j_ :i. :!. / i:J? ·-· :L 2 !I ~51?:) .... :J.'}!,119 .. ,.:t t:;:z !' :t :l 9 ·-2,:°;) !i ;:~<:.,~:) , ... ::;1 !i 6t~:!. .... :;)l,621. ... ::;. ~=, !I :l. ~~:::·; .... :::: 15 ; j '} :_3 .. ,,j6, 9?\i' . ... :·::i6:: 97,:;: .... ::·~ (:.\ !l 1:1--)' \;:, ... :.:')6 :-(:i?~~ ·-<·:·;-~, :, :1, 9:·:;. -~· ::~, ~:~ , ::. 9 ::·; , ... :·:)l, 6~':'.:J. ·nc F :l.f.~!1!377 14 !I B'?'? 22!i91,:; :;::;~, 9 :ti~ ~29i,l6!:~ ~-:~9 !I :l 6 !:l ~53 !i 6-~J() ~:~::; !1 6~)0 :3l:a!,::J09 ::;<,, ~)09 ::;.·7 !I ~~O? ~} ·.::-' , .? 1~\ 2 -::::6 !I::~,()•"') ~')6 :1 309 ~1!1 llt, 4 !I ~1:'i't: ::} !l !5(10 ?,9,~;~:: ~::, l!23 l !I f:!B~;i :t , ~;;t:,6 BO'.'..'! 1'.1 .~ C .!,. \,} -~ WEB F CSC WEB L. 14,563 2.239 64.82 -)22 1.177 34.08 ···6, 1.78 6:,·:'.>li(;,, ""' ~:I !i 9 lt{:, !=.) ~ ~;;: ,-~~ ~;\ -· 11 :< !:, ti. 7 ;3~1Bq/ ---:·:) !i :i. tl8 2 i1 l.Jl}~:; :~::l2~.:1? .... ~~ ~i :? ~~I? , ... ~:::,:?~}"? ?:i:;:::;.;7 ,... , ... , .. -·, _,. .,:: !\ •• :; ~) / j u:::·;~a ·37"f.:iO .. -:i. "21?B 37 u 60 .l "2<?a J'?,. 60 .... :l u ~·::9B ~))' u bO :J. ,,.?9B 37 "bO .... J. u :~·::{.fB 1 ''':r-:t'': .,. fl i:. '? \::• 3./l} -'r I .•1 ,Ji{.~ 3/i~l 7···1 :i . 9-·1 :l :i :i ... :I.::. ?~S--··:J :I. 2,/li 27· .. ·1 :i. ~)./<~~- ;;~r;: .... :J. :!. ::~/ ,:'! ~;:·::,; c'::,:;o L:9!::1.6~5 ~?9 !I :J. f.:. ~:_:I ;:·:? !i 11 :J. lj ;;~2 !I ~;14 ii:t, a·77 1,1!,8'/? ~-1 :c ~=-~46 ·-·:i :,F;r:!_:; ._. -~~ , I~~ ;;; ~> .... ~~ !1 9 {:t:~: .. ,.::~ !1 ~--100 ... , l~. !l O ~:;9 .... ,-q !' ~.=1 '?B 3,847 -1.2?8 37.60 35-1J 3/~ -,:,::, ,t,.•,,I I"·--· ..:::.,· ---1s>!,.:1.:t·7) ••• J. 1::r\ :i J. :I.:} 11.l :f. S ... l ~:1 !f O :·:·~ •) l,;J :? '"' :i. ::) ~I O :·::: 0 i3E S(;/ E}!D V 1 E hW ?l·· .. 1/... V? Il.,.ll"Fl~ID? TC CD MP RESS I Ct.,.!::: ., ,, ',I BT:O ··-:.=:<:;i, 9?'7? ,1 L.}l{ -·4 !I ~:·;4 7 !5 i, 21.~.:? .... ;:',(, }l.!6 6; 6,·:}/:, -"61, .:.}f 1 ll ?~}B :.)7 ,:60 -922 -:1..177 34.08 14,563 -2.239 6q.a2 -6,952 1.000 ?8.95 -9?? 1.177 34.08 -538 1.000 28.95 Lt l .... :f. j .,·:--•! ., •·1~:--,j. ,), "':I l /I \J/ "·i ;_\/B ~:-~./'3 ::··, :·1 :-:1 .-·1 :,: ! .; i:~:I ;,;:,·, L: STRESS AN~Lra1s~ JOK10 Ji3 i1.iDR!<Ii-··.iG l...Eh!GTH DEPTH LE::: TC Pt~f·.JELS I I'" 1..:1::.::: FI 1:::sT H1~L.F LE== FIRi3T DU1G LI::.== O .. ·· l :l. ;,\-·1l DEPTHS LE= 30.000 ~--, .. -·, , .. •• '·! :l. l BC PAl\iEl ... E: rYf' i-1.. 0 l::l·!D f;Tr:::..rr TILTED CENTERLI~~~ 30.000 EFF DEF';·H RE= 3-l-., i:::[::: () .. •·1 l :·;_/l) F:E=•= :_:=; .... Ll :;/4 F:E=, z;o. ooo t,DDITIGHtiL, Ci·lOF:D L.Jt:l)S rim:. i~1DDJTIOl··-l(.';L CHOr\D L·::;P1DS r~1RE ADDITIONAL TOP CHO~D LOAD UNIFORM TC LOAD= ~21.03 ti D :or:: D f S :'.-J 0':-1-·I G Ol'ff' ;::; ;::: 13:: I ot,I !'1 i,iD TE MS I D hi (ji-,JLY /'.~DDED TO ~:U,Cl'll'!{:iftf ... r,-IO_T STREE;f;; 1~1,;r,; .• YB.i ti :; :·:;OO()() V . UNIFORM BC LOAD= C ALL LOADS GHO~N REJUCED BY 25t TILTED D·,ID V:tS !"t ·_;· ! .. :•J ... . f\ .t ... . ......... _ ........................ -..... -. STRESfi tJ!,Jt:i! ... YS IS .. ,., ... ! .. ' ; I .. • !" ·-· L} , ~) 9 ~;: tr! HUT .... 4 !!_:;~::::? .... ,',}, 2~·:~7 ·-6!! l.}44 , ... c5 !I 8;::l~t·~ .... lG:<b;:_:,E -··to, 6 ~:_:la --l l !I Bt,2 BC F () 1 !I ~~1 ~·:: :;~ 1 ;1-?~:·:·:..-:; 1 ;1 ~i ,-:~ ::} 1 !l:5/,l 1,JBO .. • ~ ..... r.: r.:,-.:· ._,i ! .. ,.,.,' '1.i. 1\I ·-~·::!I 00::1 :l. :, '/6B .... :1,, ~-~::::2 :l :12(.'·?6 •! .-'\ ... •1 ·-.1. ~ ;._;;c .t CEC ln177 l r,~::98 ·-l rt ~21;}:;3 l u ;~f)fJ . 5a~, .. BB i,.iEH I... 64,,82 0-· ''} :i.1·-<l.. :.-.I :··I .. :t(.) l;.) :l. 0 \I.ill ·-:!.l.;B6:,' .. -:t-;:~ !( 46ii ···:I.'.,:':, 4 (:,4 .. -:t2!,46t} -:I.~-~, l¼6lf l :t !' ::·;::·; !;~ l:~~ !l ~~38 .... '?6:t :I. 11 ;~s:f::~ .... j_ zr2::;-ra j_ ,,2<?c:3 -j_ ll;.~98 ---t :L !I fJ 6~':! ... l .t, 86:::~ ·-·10 :1 t::,~1~l .. -:!.() !I (:_.~=1f3 ···B!I B;.)~;: -·H !I t~'!5~~ ·-· {;:, !I l} {~J L} 1 If ,"I II .... {:\ :1 '·~ ii a.¼ .. lJ; ~::;:~?, :::;:·!·i:;!UT .... 4 !I ~::{ 9 ~{:: ·-:·::; !l :::-9:~~ ., •"'\ ,.\ ,._., r·~ . ,. i:. !' .!:. \J() l2; 5~~9 :l.:1~ !I ~:1:·:;i9 1 ~:~!I~,: ~:;B 1~Z !I ~f~~;(;; l :l !i ~:> :·~; ~.:i 11 , ::·;::~ ~:i 9 :i ~~t::·::o 9 !I ~3::)(1 ... , "'ll"\'"'l /!Ii£:\::. .. ~, .. :.' ·": •• ."! ,o !l•l.(.,,,.1 ~:t !• :')::. 11i !:'1, OJL} ., ···'7'·() .... /:-;i ~:, ~:_1 ... ,{;;;:i.C.\ 1""\ 1"", !•~ ••u:r :,··o ·: .. :t :, :t ~:::o -1 !: ~;.;;1, -·• l (I ~.:tf.} :) ., .. :t !i }';.:':/,!, ••, I •l i C),l • ---?6j. 7,!:.j_ -i !: .... ,, .. : ....• L !i ,.t· .. ~£ . ,1 "',I l, i'.'? J. ; ... \ .. • •. , _, ~;~ !I (.i Ci ,<} 2:i?t:~() .... ~=~ !i OB~:: --lu~29B -·J. u ~?98 •? 1'i ,.~ i'i .... J.,. .. {:.,·o :J. u29B .... j_ :t2::_;i8 l ";::9.B '""1ul'?? •/ .~, ..... /\ .L .. '.• ',l··-' ... l"'l •' t. -.:: / ,. \~:\_.l .. , ... 1 ', •• ,:; / rt-.::.\} ":t .'! .r-.:": -..>:·f::VO ... , I' /\ I'~ . ~.:s···,:. ',i•.:-i BC tE~SIO~~ li,~:?.B~ I 1'--.JT DC: Pt~)l\lEL LE~··lG'ti-~ .... lI1-.. 1 :i. .-:i ~)-·" :t :;, -_y ·' .-·, di 1·1 3/L} .._., .... , t,)E" 1-i ,)/ 1,._; '"l 'II .)/ r., ... , ',, ,)/ i,i ~,, :~1 ~, ::~1 -. ,.1 ?,, ... :;' I:' (·1· ,. !-: :·,·1 ! ·~ _, l .. :.-.I :··1 ,. :~1 ; __ 1 :I :·-, .. :--1 ··1 ; ll L.- 1·1 ,·. '.. -~ ·,.·1 : __ I.S.P.; NEXAM, I~~ DEPTH L': .f ... , C: l('"; ,,,l .,. ... / ,.1 ... ,;:., "'l.r. .)1.) BC PA~~S · LE: 5-0 f::[:::: :,::, ... -:~ ., i::··· ,:,.• FI r::~~T ; .. t,\t.J'.-J...J::::::: G-· l .i. 2;,l l~-} FIRST U!~G LE= 5-ll 3/4 j;;[:: DEPTHS LE~ 30.00C UNIFORM lC LOAB= -48 JNIFORM BC LOAD=-0 -------------STRESS ANALYSIS-------·----- •I::: .,. ,.I ,, ... _, .I. i ·i ,"'': .Lt;, •t !'~ .!. 7 ! ~ •I .,.._ V .1 . .::, 11!:i. l TC F J. !1 7,·~-!-1 1°'1 1:: J= f': .<:. :"i ,.< .,Ji,1 ··:1 1::01 _ .• .,,, ,,:i !i -.,1,I, 'v· :·:; !i ~=_:i :i. ("i ,II •"'1l'\'".I 1.,;-, .c: .. f: ,i 4 :~ :?Oll 4!, '?;)l~ .:'} !l !):'~:\ l~ !I 9l¼::i 4 1, 91I::; l},,94~:~ ·,:1 ;, i'Ot.r l~, 7().-:"j l½ !I :;::-~:: '? 4:1 ~~~~? ::; !I ~;1 :I. (i ;:},!~,J.O 1".1 1::1::l:: ,!;, !I ._,I ,J 1,1 ~~ !/ ~, t:, ~:1 l :r {,~'r'6 TILTED END STRUT :I. ii 71.i:1. :t !i j'l} :i. '.-::: :.:i GE Hf:l END ~: l-'·Jl E J--..ifi P l\lL MAX TC COMPRESSION= .•-. 'v .. :i. 1,':JD8 ···l ~(9eB .... ,~ .• "t ",:\ !I' iJ(.!~\ ... {~ !I 4 ~? i:: ·-4, B~5·.::. ···i1 t' 0!7,:: .. ... q !f ::}?:,; ... ,.] i, ':i}t ;Mlt ;i :·;.9~:,1 '"" l~ :1 t.) {_: ... i:.\ ····~> !' t:~':ia ···,~·::1 :1 a9B '" :~ ~ (.1 !.) :s ... ~3, (.i/:.\:·::\ .... 1 :,':?80 ., 0 .f.)Uf,:01·.t::: ,.J: 11 ... !'1I\ ·--1::):'..} .... t~{:,G ·-l:JO .... to-a J':i::"1 ... ~ 1,·· ••• ,: ll /()½ ·----STD VERTICALS WEJ F CSC WEB L -~ 1·:; '':! .• •• < .. , •• , :"1·00':t:: f.J.t:. ,,: .. ,·}01 ... 30:1. l u ;:~9G .. -.-·.:: ~298 ·-::, .. 2=?8 -~·, ... , / /\ \,.\ / II (.;i\.J ~)7" (:.\i) "V'",' / r\ ,)/ ,. 0\l ::)'? n t>O ::·;·7 11{10 ]01 -1./98 37.60 .... :.:~() .t ···?C,:i. ::.'94 .... ~:}BB (:.2 ~:1 ··-:i. "29f: :l. II ;·:~9E ·i .,"IOI""= , ... ,L .t .(;, ,·· i;;, :J. r.29B :5 ·7 11 f.)(i :2J7 II 60 ·~v . ., , {\ \.,l/ 11 l;:.1 i/ 123 -1.177 34.08 -929 1.000 28.95 123 1.1i'7 34.08 0.00 MAX BC TENSIO~~ 0.00 MAX INT TC PANEL LENGTH= 24.00 MAX INT BC PANEL LE~~TH = T~ .. :::: ..... t !' G ~)B" B~::: O·-2 3 .... t;; l:! •J •! ' / .·1 \J "" J .• , \,: ... lo,, 9-.. ::.i. i\/.1} 1:l···1:!. :}/l.! . 15·-1.:l. ::;/l/. :1,7 .... :1.:1. 3/1.,!. :!.9-·:L:l. ::;/ti ?:l-.. 1 :!. 2~)-j, l ;.~?-·1:1. '.Z9-:L:I. ::;:L-· :I. :i ::>~:·>-1 :t ;:) !:, .... l. l 3·7 .... :1.J. 39·-lJ. 4:l. .... j_ :!. li:}-· l .i . 1..1 ;:,-:!. :. 4<.1-:l. ::. :.:;/4 ··:: •• ,•1 ,,)/ ···t ... ~ ••• 'J \,J/ ···,· ,-, i-~-r., ,-,. ;-_, i:·1 .. :.I :.·, 1·: .___. i .. l :·:1 L~- 1::--1 !· ·. c_ i -1· /.:_ .. ·..:. r1· ~: -------MULTlPLE ~NALYSIS NEl'"l j, 2 / !I ~:1(J<) NH;::\::, !f H92 22 !: !~1{);) -.. :l<::-!i ?;.~? ~:: :? :1 ::.:, (, ~) -·· ~l i'.~ !f {.~-tJ 4 ?.:~ :1 ~7100 --~::E: !I 944 :,·:~::: !I ~JOO 2:'i: !i ~7100 ;:·: ~: i, ~.:i (! G ;.;: :~~ ;I ~,:I () 0 2;!, ~100 :,: ~2 !I ~:I O 0 2 ~:: !I ~:lo 0 ;.:~ ~=: ~I ~) (:; () :~:.2 :I ~.oo :?~~, ~JOO ~2? (I ~·100 ?t; !l ~,0::) 2:::: !I ~_\<)(} ;::~2, 500 ~::?, ;::,oo ~?Z !I 51)(\ ?:\::;, 1;:,1)() ~-:·::2 ~ :5(;() .? ~? ,!I ~:.:, (; () :::::2 !i ~100 ··-::; :t , 3 ~:1 ~:: •·-:1 l !l :•::: ~I~~ .... ::; ~:-~ !I l :::1 8 -3::!: :~ :l !~,B .... ~)!:I :1 :J. 9:3 -·· :--J ,f:; , '7} './' 7' •-·:56 !I 9?9 .. ;.::;6,979 ·-·:):J !i 9'.!'9 --::J!:) !I :I.(_',}~:, -:::}~1 !t 19',\ --:3 ::; !I :L ~.=ca .... -~, .._., ., 1:: f'j ·,-\\,.\!I ,l,.,( .. 1 ., .. :J:I. !I Z) ~,~:·: -:~; l !i ::) !:, ~-~ ""28, 91~;:.; .... ~~8, 94i~. ... ,?,::,!I?~,~? .... £:t.., !I a~f2: ,'.) MAXIMUM UNIFORM LOAD~ BC TEhl 0 .1.,:i,, (3?:i' 1t}:,B?7 ~-=:~~;-:):I. 4 2;~, 9:1.4 2~J!,:t6~1 :)(;.,, :)1)9 ::) t.) !I ~) () ~} :3? !i ~,:o~:: :; 7 :1 :2 0 ~·:·: :·)6 !f 30,;~ ~;l..\_:, ::;o~.:: ::::::~, r:~Jo :·:;::; ~ b::;o ;,::.9 :! :i.6t=1 ~~9· !I '!.(;',~::I :~::2 ;i 1/1l 1~ 2~: ;r {;,j_l\ :l.lf,,877 0 .... ;. !' ':?C~3 ... :!: :,9BU ... ::; !i <)6 .. 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[I ~-1 1.-~ ;_·1 l·.1 ~I ::I :;I :·· __ I :~I !'I ,., MEl~ ·! .. -------CONSOLIDATE LEFT & RIJHT TC TEN 22 !I ~H)O 2~~ s !::,()(; 2~~ !l ~100 22 !i ~:;()() 2?, ~.oo 2:~~, !500 ~(~~;~, ~ioo :22 !I ~5()0 2~:: !I !}00 ;~2, 500 ;:: :::: !I ;,:i () 0 Z? !l ~1()1) 0 0 () .... ~ZD 'I 1:ft,!l.} -~!'!G !I 9l¼~- .... :·:; '!. !I 3 ~::, ~-:~ ---:':):·:; ~I j_ ~.:,8 .... 3~:·~ !t 1. ::_=:a "-::~ ~:_:I !C l 9 ·:J .. ,.::~ ~:1 !l l 92! .... :36 :1 ~i?-9 .... ~)(:., 979 V (i 0 0 BC TEl·,l 0 ;tl.},B?7 ~=:2 !f s~ J. l½ ~·~~::, 91' l,\ 29!f:l.6~:~ ~l 9 ~{ l /:, 7_:1 ~1:1, 6 ~)(; ::; :·:~ !I iS ::J 0 3 ~1) !f ::; 0 S:1 TC? ;_::! .. IDVii=::: :£:C :~Dl'I 0 .... j_ ii 9~~B .... l !, 9BE: .... :·~\·!1·(>6~:: -3 ;i B~IB .... 3, B~?B .... i'~. !I l} 9 ~5 OMO i~ , t.i ? ~.=! •--l¼ !I::-; !'.):3 , .. ,l.) !If;~-:,~:; ·J l;.IF:.D TEH ·_:; ~ Blf7 tti:O 0 .... l :. 91it::. ..Mt:,i i• J. ?f .... 701 l'", ..... r• -01 ·-.::: :: .!:: ~·:i / .... ~l {) :I . .... ~z£,Z~1'? .... ~J3fl 1:-1· '• [-'- 1.1· L:' ~) :1 ii :1 " :,_1 ;·:1 ;_._:1 :':I LI 1~::I li::I :·.-~I C) ·' ~:~ () l :r.o 1 :1. ,J 1 ::.o 1 \J.!9 :l.E (.t:;.;) :1.0 1 t\:J. :I 18 11;1'.t:: j i"l 10 .,:. B :LO l :to :1. TC= 25 -2 X 2 X .187 BC= 23 = 2 X 2 X .163 1:: ,, :: .., ,.t /I J,.\.,\,(., :;o :1. ~':\ !I 2b() ~)Ol 0 -!' z11-, .!. ,(:.i:. ..................... \;)EB Dc::;:i:c+.i .................... .. ALLOW T 0CTUAL C ALLOW C WELD 1HK ANGLE NAME ;:~:I.!! 4:l.? :1.1 :,?/:,B :1.0:tB'.i'? 7'!,0'}0 l3!C {¼~.:,::~ ?,090 lO !I 877 ? !' o!;~o 7'()l •-;1 •I>::---·• ~.) !I .I. ,.1 / ;,·:: !i l 7~·~ _I -:1 ~'),•~y 0 !I\,).(:,,.) <.:; :r 1:s<.:,. ? :, 9~)-H ~ .. ,!I GBl l, lB:2 ,',} !I :J. ~)(:) :i.!1 :1.e2 ~~·: , :·:-6 :~ . 8,999 2,260 2,363 ----STANDARD VERTICALS :Ll½,:J.80 6,::H3:l 7,090 6, 9-:!);~ :t,.l~)~; 7?~1 £: "() ~:: u 0 2110 I": /"• .C.11\} • ~::.2~, 1" F:OD .138 1 1/2 X l 1/2 X .125 1 1/2 X 1 1/2 X .125 2 X 2 X .125 .125 1 X 1 X .125 .156 1 1/2 X 1 112 X .125 1 X 1 X .125 .125 1 1/2 X l 1/2 A .125 1 X 1 X .12~ .110 1 1/4 X l 1/4 X .125 ·1 X 1 X .:1.25 .110 1 1/4 ~ 1 1/~ X ,r r\ 1:; ,. J. J":. ,.I 2.0 .037 1 X 1 X 2.0 .024 1 X 1 X U :i.:C-:!:i •I r'zl, II ,I..{~ \,I •I l''t J:: u .:. .<:. ,,1 DiUL.Y Ir•.!DUSHlI!;L ,-:-, 1_· r:.,~r-.,-' ''"··!"·"('~-, \·'01"1!,'"l'l·J(' I ,•·•1 J"\'"''~ • i ... • J,\M;"Jl:. !.,. t .. ~·· U I rl . 1} .. "\ J\ .. , ;.1 _t;,J·'>!i..:' i , .. i 49 .... 7 ~J/8 ;·-1 U. BC ?M,.ILS l.,.E== , . TC PANELS LE= L::,FTPST H-~·il F .L..E:::: '[··' .. \\., ..... -~ FIRST DIAG LE= ti DEPTH? L.E== L': . 1-:J.J. 3/·1 6· .. ·11. ~:J/i~ MULTIPLE LOADING: ;~·1 i.-. ' L . ·111···,-,·11-·•·1 ""(' !Cl'I) .-,n,-- 10 BC PtiJ-..!EU3 1'.)T •-! .... 0 l:]\m '.'.;TRUT TILTED SPECIAL 1Sl COMP C E+l'r Er,:: LI t-.iE "" ~NIFORM BC LOAD= 0 EFF DEPTH RE=-= RE:::: ~ .... (1 ·:-, L \ .L , .. L ·1,J' j ., .... f·I.,,:::: ,:.1"} ,:·, --~' U F:E1~1CTHJ!.,IS R:l.== +6,087,,78 R2~ +6,087.78 rIN SHR= 1,521 .. 95 '. ' -------------s·1~1:;~Ef3E: f"'1t~.!tiLYSIS ............ -..................... -........... .. TL::: . NO MEM TC F BC F BHE1~P WEB F CSC WEB L PP DISTANCE ,-, ·1 t·~·, ·1 ·1 ... , ... , ..... /, .' I , , ~I.,:, "" ,. ,, !I ,) ,, ,I ~ ·r·rt ·ri;:-) 1.:1 •• n (::··~··r.;, { 1_ •• 1. , ... 11 ... 1 .... rL , .. , 1 . J .. T .. ,· •",': ~;J3 .: . ~:; ~) t\14 \ .. r: .. :,·1-... -~=.' \Jj} \. . ? ·--·:t0,857 ···· l E~, ~::',1f3 -.. ~::~;!i ti92 .•. ~-~ :·:; ~i 9 9 :? .... ;::BJ, 0 !5 s·: --;~ f; !l t'.}~5 ,;': ~--::;o ;l l}1?~;- -~30; ,.:~i;)9 .... :·:1 :f. :1 31 :::: ... :J_ D !I ~;.:s:B "··lBt.:·~9H ... ,:i_0:,~=!~.\7 I.,..,.! ''1"',::·n 1::·j·.'l': c:·r1m1· • C j ,!, ,.,, _.,, ,, .. , i,., '••' > .. , : . \,If C' _,•I •l •:·1"••-J ; ~ , ... , .. • .I. ,l. !I\.)/ ., 1-22 W2 -11,377 -:~_,2::> E,E S(J Et-JD r_·~ ;:~t.-l \/1 El•.ID P!·,i! ... ,,....1 ft . ., . ---1· 0 /\ ,1 :t4!,el;.o 1,~1;18:.10 :i::l !I 348 ?{~ .. !i ~·~?8 ~26 !l 2~:~E 29, lfB:~1 ;::r:;' !' t~B:;;·: :::::1., 10? ::i:t !I io:;,: ~)l:,lO? :;1 :1 :l.09 . ~~9, l}G:2 21~~ :I 4El2 ?b !l ;;'~.?B "11 , .. ,, .. ,,.\ .t:.C) !I 1:,.{;.c:, ~~ :I !I ~~\tf B 2.t !I~;,:-;{:~ :L1·{ i• atJ.} :!. l.i !I [ilf 0 :l.4 1,E:t.lO 0 /J i'~ ••J , .. I ', !' o•·ri~ 4, .1.70 ::::\f.679 ~:;:, :1.BH :? !I :;::o? l !17:i.".7 l ~I ?~;~6 .... ,.:.,,.: .. ·· ,.) ,.i ~?i:i ~_:. N .. ?lt ~1 .. J. !l ~2?6 ... :! ,, '?:I. :::-i .... ;:: :1 r!.:19f::: , .. ::>!t:taB ONO:·::. !i \1)7'::) ,. ,! .. ,1:\ .... ,.~ !1 .L /!) r~ ":' ., c:i~.:t,:,:, 12,7:lf 2.239 64.82 0-2 ... 994 :l.177 34.00 ~-6 -b fl ~2'.?(i ~:, !I l½ :t 6 .... ,~!• ?79 l,! !l J. l.j ;;~ --·~'.) !l ~504 :1., ?'?/, .... l !I =;.~ '? ~=) l :1 {_:}'.?6 ... :J. i, 1:t?l) l !1 ~~···..7 6 ?:1B6? .... :·~ i' ~:~Ol! ~.i, t].:!. 6 .... J_ "~?.98 •I •"'lt•)i"I ... ,L ".{:. 7(;) :t II :,~{_if .... 1 II ~=~?8 :!. • ~??B 3'? II f:)0 ::;'? .,f.:,O ~1--·· 0 6--1:1. H·· .. 1 l :LO .... :!. l :L ~~ .. -.i. :i. lL\ .... :I.:!. :i.,':l""l :i . :I.B-·:l :I. £'.0···:l :I. ;::?-.. :J. :I. ?f.,-"l J ::;0 .... ::.:1. 3{;"":t 1. 3B-· :!. :I. tJ:z .... :i. :I. 3./4 -.v ·' '! ._1/ ... ! -.v .· '! \.:,/ '·i :.~:./ -~· u•1 / .I \.,1/.' .,. l ·, ,._)_; 'i" "'t Ill ..:.,/ ;,> -=·· l l' ~.:•/ '·j -984 -1.177 34,,08 46-5 ~/3 12,716 -2.239 6~.82 44-11 5/J -----STD VERTICALS I.) !l OB7 .... 6 !i 087 J. u 000 :28 ;, 9~) B36 .... !?B4 :1. u :l 7? ~:1l~ ., OB 490 Nf:,:.( r~c "'fE\ .. ii:)IQf,j::: ~S:J. :: :t:)9 It :'.:16 j•Jt,>( :n,.rr l:{C: Pt1MEL L.i:J\;i:)TH ::: 4B,, 00 -1 STRESS ~~~LYSISr 30K9 J6 l)-' ·1·1 V 'l"L1•· • W·1·1·· ·r ·" ~-, •• 1·1 .... 1 .s. r,i!)u;;.. ·{ .,.Hi .. 1'" BP113E L.Eh!GT\··l \,/ORK:l:l",iG L.:~h!GT!-! DEPTH 49-~l ~1 8 49-7 5/8 c,--. k. I ;1· Y\ ....... n,,·, I' I , ..... I ··J -!·. ,,,11.,,1 • , .. 1 ,_ i .. .-f!:-.: !...E=:: LE=:: I .• E::, ~=-~.... 0 ·1 •·· l :I. :;:;, .... l :I. l.~E:::: :::(:" GOO MULfIPLE LBADING~ i.'·I ,:, t=__ l ",Y l_l! .,;. .r ··~ 10 BC PANELS AT 4-0 E:Js;D f;TF:UT TI I .. TED SPECIAL 1ST COMP CE~ITER!...I~E~ 30 .. 000 0 .... ::. :1i366 / MEXhl'!,, Ih!C EFF :O\:::PTH l'',l"i i'',I!: .-C:.<:) n :2 \.I m:= RE= :!. ··-11 6·-:!. :i. l.1JEB L. 7 l,'! ...,,; '") 3./1".J, PP DISThi·-.!CE 0 --z_, :I. 7B .... ~z :i :J. '?B --:) :1 l ~-~~) ... , :;; :r :l :-;:::, ~20 -1.29~ 37.48 5-0. 1·~ "/ .. ,-., {) . ,f, •• . \:1. I.. •• •! ,·-, .l •. : .. I t:::: :;,4 : -·! r: ' ~ .I, ,.t ,-.-1· '. 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I ,f, f,w j t:,:,: :, \!!. ,;:;1 I 'I\ ,, j -,~ l"\ .{:, -.~ : ' , .. , '~ i:: 1,•:v 1,, ... , :.:r.: V,; \,i \:.j;;, t.. il·.:.:1 '' ., .. _',:·)' ? ;·, _!;~ I -, , .,. \.• :I. J. .-,.L:'. : I :tJ I ., ,, .i.'·l· ·1· ' I"\"",''" I,• .t:',\.) t_. ~::t1 1.•r· 1,,·:-- '_.-,: :l. () b.' :; j_ << I J\ ;; • .1,1,, i,.i ~I -l F :, ;:~_7_=,~;~ -J B !1£'.:,.~: --2:::.!196l,) -·;:~~) ,-9(.;,ll -2B,or.i.~:, .... ::;o :, ,~i':;;::; .. -:::::::> !• lf9:3 .... ~::,1!'::iJ? .... ~!J. !1 ~$09 .... :) () !I l.j {.'.J ~) ... ,:):), ,-"..} :t:) ... ,;::8 !I ()/.j ~!I .... -~·:~ 8 :1 () .-:: ~1 ... , ~z:3 !I I/ tl.\ --~?:) fl 9 (:\ l~ _., :i. t:i !i 2 ~.=12 -· ::. 8 ff :? ~:. ~~~ -.. J.(!,E'?;:1 25 V2 INTERIOR ;·1 ~: '. ,' ,-.,··, ,_ CENTERLINE= 30.000 I~~:::::: +C.1 !i {)9 7 II ~:lB Tf"REf:lf., (.Ihltd ... Y'.3 IS f.{C F f;HEt,H /'-.,. \) 0 :~. tt, ?B~!i :;::1 :i Jl2 21!,3:1.;;; 2s:· :1 ··;;'?7:) 31:,10!~1 31 i, :lO!:i ::~:!. !I lO :, ~:\:l :1 lO:,;t 2 :} _!i I~ .-7 3 2{? !I t.~7::; ;:: (::, !1 ~? (i 9 26, ;;~()9 ;~1., ~)l~~ ~~:I. !I ;,;:t~;~ l4!ii'H::: 1L.~ !l ?B::; 4, B ;J3 4 111Ei;:; t, :::;!i b·?j_ I ~:) :1 :t :"_i9 ..... ~-~lt6 -··2!1 ?O'? --:) ~j :i {79 ..... ::; !I l:-?l --{¼ !a' j_ ~:;3 --,~} !i B ::=, 3 -----STD VERTICALS l\ \I i1.!ED L. TL== 12!,l.94.77 ··-781 1.177 3~.08 J-6 ·-l> r, :2~~\ l ~l!I lt34 ""l} !I 7~l ~t .'! •! 1::1:: 1.,':• .J.,.1 ... > .... ~:, ,, ~J :t b -· :l ., 28~) :L h;~9f; .... lu~?9B .... l "2t:JB :t,, Z9B 37r,6G ~--... -0 6--11 10···:l 1 12-l.:l JJ-l-U. :!./lJ l/f!- :[/1:j •J ., .'! J. I •··! -2,237 -1..298 37.60 16-11 1/4 1~980 1.290 37.60 18-11 1/4 -1,980 -1.298 37.60 20-11 1/4 :J.~\9HO tn;~9B :i. ff ?s··::~ ... ,:t u?98 .... :I. :i t?:30 1 .. 2~?B 1 ,, 98(i ·•· :I .• 2':?D ·--~·:: :r 2:·::=;? :L "2'7'B ;~~.a?? .... ,1.11290 .... ~:,!• ~.\ll:i l ,j2'7i8 l{ !a :l ~) ~I ., .. j:,i :• 791~1 ~:~ :i 431..~ :I. .. '.?% •n•:t u?9B "''l""I I I\ 1)/ 11 (°::1\) :.:)7 .,b() ~~'? A \~1() :~7 :! bO ... , ... , 'J\ ,) / "(:)\.) ~;7 u 60 2~::···lJ. :J./4 24····11 :!,/l} '.?8--1:, :i./1'.i 3 0 ··· 1:1. :]./ ,1 ~12 .. ··l:i. :t/<"1 :·:;4--:J.:t l/'1 ~:)6·-ll j_./4 ::iB---j_ :l Utt t.tO-·J :L,1 :f./l} i\2··:l. :l. :1./4 -981 -1.:l77 34.08 46-~ 518 12,734 -2.239 64.82 44-10 5/8 ··· ?Bl -492 1.000 28.95 MAX BC TENSIJN= 31,105.62 rAX INT BC PANEL LENGTH~ ' tlE~ 00 nr:1Il .. \ 1:i--..11:;: .. :srRrr; ... I Y_'r/ ~t:;' t:•1--(.~ 'I':_ . .1:,,·1, .. , ... , ... , ... ,-.!.. .. , ,I .,. ... _, , .. , ... lf')··-6 ~\,/0 '5 ... () 1-·l:I. j,/t.l f::.·-.11 :i./l! DE?TH 10 BC PANELS AT~-0 END STRUT TILTED SPECit;L. HlT COMP EFF DEPTH i:1E=:: F:E>= RE:::: F:E:= ~1-· t,I 1-J.j_ :!./L} 6···1 :l. 1/4 : I DEP"/ i·i-::1 i ... E:::. :··:,:),. 000· CENTERLINEs 30.JOC 1•1L:LlI?I...E !...DM1:;:;··J:ir. I i~lDDITIOi-i(.: ... Cl··iOi~(O L.O{H)S r:iF:E ! J{rnDITION,:i; __ CSDPD L.D1;Ds i~RE ADDITIO~~~ TOP CHORD LCAD UNIF~KM 1: LOAD~ l04.11 t1DDED (.:1S BOTH corn=·r-::rnsrni--.1 i!1hlD TEhlSIOhl O!'-IL Y i;I:iDED TO SUriM(..,f.:Y -· MOT STRESS 1;1\!;;L YSIG !::, 1~;, 0 () • UNIFORM DC LOAD= 0 ' liJ ..... 1 ... \ .. 11"1., ••.. · i 1· ,,,: I l '"·-''i)'..:· 2HDW~ REDUCED BY 25% , · .. F?Et·1C .. r I Di-...1f· Rl= ~1,934.58 R2= +1~934.58 MIN SHR= -------------STRESS ANALYSIS------------- Tl ... •• · I i'--10 MEl7l TC ;:· ·I !,);'.' .... :_3, ,; '.i. '.:i .. ,. ~: l ·i·; .. ~: ..... ,. , .... ,.,., , .... I J ••. t:.V t:.; ;\.; ~:~ ! J·•,U; ' . i: b.l? I ,:• l·.16 : . ~-' ··:.' , I~ :1N . :lO t,.,!:!.O liJ:l.1 ·1;::; ' ' ... , .. .L:) [1.l:1.;:: 1,.112 t11:!.1 [1,110 -· :~, , l{. !~~ O ""~-'!I ?~;j :t .. -~1,79:L -? :r {-_.,() ::) .... B !' f:~~?B ··-i::!,D9B .... 9 :, ;;::~?tJ ,, .. ~~i \I (::. '/ ij ··-9 :,,(,?lf .... f.:<11S98 --··f:5!,G{)B ... , { ...... ,I .... / !I(::-~.},) STHUT .... :3 , {:, :f. ~:1 .... ~:! !• t.•, .I. ~:I 3(J EJ-·~1I' I~~ J\i:G Pi\!L. ,; !i (")90 /.}, 690 6:,7f.:.2 <:.-:, '7b2 8, :~{l ~:I B 'i :;1, ~=1 {_ff. :3 ~) j_ 9 !I::, ~71 j_ 9,:369 9 !,B<:"19 9!1B6? 9,B<::-9 9 !~ :~~ ~i :l S"',!f ~;~,:J. 'B,3:t~, B!,~)l~, (:) !£ ?6~~ I> !I ?t-.:,~:: ,4,!i 69(J t:1~690 r-: I ,'l .<:.o• .. 1 l, :I. 7 :i. l !I() .l ;,~ ~;i1;(:) ::)90 2:-:~r:1 "~1 l"f /0 .... /f:~ ·--~\<'.)6 ,I I•\ of !:: .... J. !ft.,; J, ,,£ .... :!. ;i :I. /:I. WEB F CSC WEB L PP DIST~NCE 4,04) 2.239 64.82 0-2 -3ll 1.177 34.06 3-6 -1,9?7 -1.283 37.16 5-0 l~,7~2~} :L .. 298 ~)7n60 6-lJ .. l/ll -1,521 -1.298 37.60 8-11 1/4 j_ !I::):!. D .... :L !• J. 1. !:~ ('.': -t 1•,1 .'I., . .c .. ·-·709 ---62r3 -~::,:;:~8 {=>~2f3 .... :t !l :t J. ~_:i :i. ,, ~::-:l.D 1 "!'-'") ,, .i. !t I .t:.'·r ,J l":'"I"'"} -·J. ;, "i I., ., .. :l u298 .... 1 u ~:9H J.rr298 .... J. ,,:298 1.,;·:~~tB .... 1, ,,~~9B .... 1, .'.,'.'?B J .• 2~,n ""1 u29fJ ---.1 .• :1.Tl _,_ I ,1'. ,:>.~ ,, {;:iV 3'?:, i:':lO :r;-r .. (?O 37 11 i'::1 0 3/' ,.60 :5:,1" t~o --:r-., ! r-. \.)/ u \,")\l :37 II {~,O -~;·7 u 60 '':1"'-1 •t I ..,:,, "J. D :,:)t} II OB 64 II ~3~? 1 • :i. 77 ::.;i1. og Hi·-:l:l. :l./L( J.;~---11. j_/,:+ :J.4·-·1 :l. :1./lj l,~\"-:ll :i./4 HJ-.. :1.J. :l,/1'.\ 20-·1 :I. Ult ~~'.~:---1 :l. :l/l! 2lf-.. :J. :L ;::6-... :J. :t 28---1:t :30 .... :J. j_ 3:z .... :i. l ·;:;,l.j, ... j_ 1 :36---11 i-j(::-·· .. ,',.j :t/4 l./11 J./lf . :t/.,q 1/ "i j_/l; •I .' /~ J./ '"} ::: .. , .. , :..I/ \";:• _ 25 V2 INTERIOR 1.56 -:1.56 l.000 28.Y3 ._··ll'lM: lC CC,;·lPr::r::sc.rn1·-.. 1:::: -·:l.4,::-;~:,B.9:I. 1,·:1:,;: BC TH.ISIDl·-.i;::: 9,,G69.D' ~, 1 MAX INT TC PANEL LENGTH~ 24.00 MAX INT BC PA~~L LENGTH= 08.00 -,-. ·--- I .. L,,P,. DEPTH JO ~-0 10 BC PANELS AT; .. 0 TC P~NELS L[= ~-6 .I :-1 :1 ;I FIRS H~Lf _E= 1-11 1/4 F 1 F:f:: .... D:f.1~1:'.: i •• E:::: 6 .. -Lt :L/ 4 :I ~., DEF''! ;·f3 L -.·'--:~:o,. 000 i_-, !'-IC; ;1- .. _.:. -.... ,.• II-, _., '·:, r· ,, ·'-I, ... .. ·.:.\:;, ... ·: •,\ :., :·,-, '? \j :.: ~;- :_;· •I l'• I ,f.\.1 •• • •• ' ' •I,, .I • .!. :l.'.? I I /! .1.-1 •I r: J ... t : : j_ .:. :1,f I'\ .1,1,:,.£:. !.1 I •I l}.I •• :. :-.-:; :) '. __ ,_ :1.7 i:.,7 lB i:116 j_ (j' ;;);~, ::>!, ::ic;=:1 :::,!, ~1(:r_:. •'I •I:-.,--,'! ·-~ :1 .;. ,., .i •. l,!, !1 J. (>~~ l~ E• :'~ 1::-\} l~, !i ~::I~=:(> l.} :1 ,-:~(:.(:1 , ,; ~i li (:.,0 l.} !l :lt~i;:: 't ~ 102 ~) ~l ~::l O ~-:' ::; , !~1 ·c :5 ~;:: ;, t.if.:: 5; :~~ !' ,:;,:':_1 ';' 1,.;:-,9(.; . . ·~ :~: 0 t:J ,-~-' I· ::::l ,<; , , '!' 'I' I ~-1·: r-, 1:~ t,f'"•; -I .!.L, I , .• u _1·-1,L- I ,_._,.-~ i,;11'_,_:-_ '. . . ., .. J. % f::j,JD E ;-,m P 1,J1... I\.:TEf::IOR CE~ITERLINE~ 30 .. 0(J 0 ,'"" •J • I": .. ;:.!I •J.,-:.,_.(;, .... ~·~; ;i :l. l? ... :·::, ~I l j_? .. :·:) :1 ~;5~·~:) .... ,·~~ !I J:I_ :L ···l1 !' ~-~:t J. .... {} ,!i ~~\ ~:, 0 -··4 !I ~.-, ~~1(; .. H ,·0 !I ~;1 ~:~ () .... l:.~ !I 7) ~:, G ""'{-:, ~11 :I. -· L~ !i :·:·~ l l .. -~), 8~;:2; .... ::J !I!-:)~:~:::. -":,;!{:I. :t? .. ,-::,; :l 1 '? . ... 7-i_)·":/ .. .. {iJ .i. --,·:\::.~ .... ;::: ... :• -' :!5:i. ..I ....... , '•••• .i :, .. 1 / .._., l \,,c:, Jo~:~ -2,162 612 .................. f;TI) VERT:!'. CtiL. '.:) (i. 0() ., , .. 1 ,r -· ,i. t: .. l. ---7:2 ·l:,O? .... 2B9 '":''":'"\ \J,t:. / .... 420 701 t''~ •I •I 7 .I. .l. ., /t ",'! .}, .. 'l,.I .J I'\ Ir~ -.;, !i t}01.~ "··B?:i FE=:: '.:, .... 0 J~F:::::: t·· l :I. j_/,:} I .. ,, .. __ '\!:: ..... 222.98 Tl...= -J._703 .. ~8 ... :t •' :?g:~ . •I :·~r ... r, J. "',(.·. ·,1 (:; .... 1 r.298 ,, ,,, .. ,r~ ,;_ II t.:. 7C:: -··-:t ":~·:9a ,_.i '',"rt:)1":'f .I. u ,.,. •• Q J. u29:] .... 1 r.:29a .... :f."298 •I 1•,-.r,~{''1 ,j, r. J., I \,; .... •!' 1·,\t~r~ .), rr ,( .. -~ c., l n;::98 ·1 ''\!'\''' •• u .,:.c; ~) .... J_. :I. ?7 -•2 11 2:3':i 1 .. 000 :I. n :l '?? J. ,,0()0 ,.,., .. , r ..,_ ~;1 ,' 11 (:,J,) :3? ,,.60 ::)? 1160 3?,,60 -:-·~ ·' ,.._ 1,) / fl f.:•11/ .._~ --~, •I L. •,.} / rr .L \.t ... L- f.:.···J. :I. B .. ~:t :I 1 G·--:1. j_ l:2-l :t 14·--:l. j_ . :lt.·-:l.:L J.B-l:i. ~::·1--· '.,. :L ;;:6---:1. :t 2f~-... :l l ~;io .... i 1. •l r,11 J. / 1,,; :l. /(~ :l./f.i -! ·' ll ,1. / 1·t .I ,' ,'I .L l i .. { '! '·'l .1. ,· --, :!./ll j__l,'.) l/·:'.l 5 {;) .... 1 .i · :l ...... l~ :;H--11 :J../t..} •+(•--.. :l.l l~4·· .. :l (: •1 l ;y .L . .-1·7 ,: /,·-1 .,.!/ c,: : :,, JrlM( IMT TC Pf'.H,.JEL LEJ-t:iTH ... 24.00 MAX INT BC PANEL LENGTH= · ns.oo •• I ·~, ,-1 11"''/'•I'"' ~··• : ,),.;!:. '"/ 1J ... ; t')-"-."! ! ·~-' ·· \~')lfC , .. ,:-.·!' J • . .. •• !", •• , •• , .r J .,r , .. ··" , 1 , ·" A .... . ' II -------MULTIPLE ANALYSIS ' l"f:~I'! .i ... J , . :I. , .. , ,, ,:. . ' ' I ~:') i -~ lf :_·:·,._-·' 6 '? .fl i·f-,;~ 11 l .I ... . _, L!. I I'~::~;; ' j, c'} •Ir.: .;. ~1 ! .1,1 .. , !',·11., ~ :i. '? :I.P 119 ' ... ~{'•. . £.,l I , , r:, ., .c.l TC TE~ TC COM BC TEN l~ !I tJ;:: ::_\ ·-:1. :t !I 391} 4 !l ;1 ~? ~,!I ·-l () fl 8)1 ~71 4 !I /.) ~{.: ~:_:l -· :t C , -~;~ 7,\? 4 !l ,·1 ~:~ :.==, .... :t H ~ :l J,:t :<:~ t} , {.j ~·:·: ;7. ·-;;: :·::t 5 9 +;':;; l} .:i !l l1 ;:~ ~t --;.~:::~ !I 9 6i:{ l} !I t} :<:·: 5 ··--~:: B !I () l.\ ~.:, t:l ~ l¼ ;.~ '!) l.~ !( tit.<) li, l½bJ ,-~} !I ~.\B(> ,-::} !' ~:.fi:) L.J :, 1~f6(i l; ,460 4 !I i~i;:!:_:, 4 !1 l!-~-~ :) /l /'''':I': '''!;1'"t.,:.,.J 4 !{ {f,2~) ll !1 l}2:=:, 4,··1.2!5 £.j !I L)2!) -·:)J !I lf~;,~) --:::,:J. !13.(::9 .... ~; .1. ~: ~)()9 .... :·:r.:.\ !I ,:ls/:·:·~ ~. ~:; ,:) ,!I ,19 3 -·?.-3,()Cf!5 ~-:-/;:J !I ()fi ~71 .... 'Z ~·:'!, !I 9 ,::, lJ .... :c:~ ~:1 , ,:_;~ 6 l~} _ .. l :.) !' B '? ~:_:, .... 1.L !l :)~i4 {'• ·,l 0 0 :i,li!I ?8:3 ;;: j_ !I ;:; j_ ;:: ~~(=1 !£ ;,~09 ~~6 !I £:09 ~::? f. 1~} 7:~; ~;j_ lt :1.0~:I ::; :i. !I :I. 0 ~:, t> 1 !I :I. (;~:r :3:t !11()~5 ;;:s:, 4 ?::; 2{_;: !i l.~·7::.i ~·:: 6 !i ;·:: ;) ·:? ~~·:: 6 :t ~·:·: 0 ~) 0 C DC CO;'i 0 --~c:, l62 -· :·:: :, :1. ti ~z .... 7.):: J. j,7 --::), :t l 7 "" ::; , ·8 :)~; .... ::), f,;;~;:·:·~ ~·"1·:i !l :3:t 1 -·ll i, 2>1 l ""14 !i 5 ~10 .... t.~ , !::, ~:) 0 _,. 11~!-!! ~_:, ~l O -·• ;~ !I ~.:I ~71 () .... {t !I :1 J. j_ -·:::.!, :I. :I.? .... :·:~: :1 :t :t ·7 -·2!{J.b2 .... :·l:: !I 1.6? 0 0 ·1 : MAXIMUM UNIFORM LOAD: TOP CHOR5= 2~6.l \,1· ;1 :_I, ,-,~ : : .. i·I ~- 11· ' -' ' l_ .... ,, l I ~I 9:i.:l. '",'{\-? .: ,l J. :t ~I \::tao ~·:~B9 :I., 980 :i. !,980 _.,~ Ii, .. , .. , ..r:.,c)// 70:l 0 ... , --·~ / ,~ -·:I. !I Bf.:i~: -·l:~, ~~:):t •·-4 !I 7~r ~I -·607 .-~5,~1:l.6 ·-l, 9(-30 .... ~(~ 8'7i •U•2B? -:!. !,980 ---4'.?0 .... ?B 1 f,--. ,. ,. MEl'1 :I. •I 1"1 r-.. ., .. <'.. I,,., j .,.\:I ' I •J ,, -J. '·¼ ,.,-. \. ·1 i ' '.:I ' ' ! i·I ,. ·1· , . ' ! f., i . ,-'-.. ' [ ... ' i.J l.f. l.- r-rl , .. I· 1..:. :-::I , __ ··------CO~SOLIDATE LEFT TC TEN TC COM BC TEN 4,415 -11,394 0 :i~:1':1::·15 .... 10!,*3?~1 ,'j !I lJ ~-. ~=-~ .... l B, 2 ~:1;~ t~ !1 4-:·:~ :5 -1. G, ;:: !:<2, 4 !f 4 :::: ~::, · .... ~\ :.::: !I 9 6 4 i~} !I f.¼ :/ ::_:I ·-• ~-: ~·;: , 9 {;t /-¼ :-:.i !I 4 .~:: !::I ,.., ~i·:: s !I O ,-~} :, 4 !t t¾ :~:. '.5 .... -~·;: B , 0 t~ :. {.}!l({,:) .... ,:;,0!1493 l½ ~ l}\::-1) .... :30, 49::; "> !• ~:ir O --·i; :I. !I :309 0 0 0 :l.4!178:::; J. li !I ? E:-::; ;.:·: l , :3 :L ::· ::::t ,3.t? 26, ;~()·} ~~: 6 :r :;:{j 1) ;:~ 9 !f i~i 7 ::; :·~(?!If.~)'/~ 31, :1.0~, 0\:)1, 10~:I 0 ,.,,::: !f j_ e>:~: --~·:: !I 1 l\? .. , ·1 ., •. , .... \-1, ... , .. i .... ~;!':I. :l '? ·-::~ , 8 :::) ~~ .... ::·:i, a~·;:~; ·--lt !I :3 :L :f. ., .. l},3.11 0 J. 2, 7:)/.) ('}-'" ,> .l .I. 70:i . t' ., C: ,·: ) !I ,j, ,.I ~f ~,:1.4 1,980 () \;)EH COrl .... :t ,862 .... C)!,231 ""?9i~ -60'.7 .... 4;;:c1 -·ZB9 ... :l. (I 9f30 ---6 !' 097 -?Bl .1 . ... . ,, i -·: F--;: . • p•:'J•ll')Il,1(:· I !')1.···, ... l{:_ °--i.\. I ,_1 i-l .. •l·,:1.I . OUTSIDE DEF~H . ·I· BC ::: :i.!< i , ' /-l"•I"' .,, ... ,, ,:· .-,--;•r, 1"11\,';.,!··! _,. 1,Ju·,·· .. 1-.J TC .... ?::; 0,,000 y(:,;) ... i;_l.,1'.JI.J,'.!0 Fb AS3UM~D FCRCE - ASSUM~D EFF DEP~H= Ryy -1 .. 0~97 Rz ::;o !I ()00 u ()/_)() :::, :I. !J ~~I O ':}! ,: f.1 l¾ f.! 2D" fl~)(j :.-, t1REt1 --0 .. <:-'..::;:,O 1:;:x 01162:J.O R:z Ryy Gls :I. "~~28'~ 0,, 9~.=i;~l, l :J 000 ;__ y .... O .. !:',SOO [iJ 0 n 4:::io~; ;~B II 99l~ GAP BETWEEN CHO~D= ACTUAL EFF DEPTH= ;:_1· ·, CORl?ECTED L:Jf:,D TC:= [ L/Rx = 38.lqJ USING ~J1,;?5.:_;,ll~J?ll BC r .... 24 "oo . L/Rz = 30.379 USING L __ Fa= 24.898.3 USI~m-L/R= 38.6q · 1· l11,,. .,_. ' (" ~ :l ', •.. ,. I l"'F'"'' '-•· .,. ·· .. , .,, ,, · ~ i , ll"lh L.Jl·l1 \!".i.L •. :.·•,;;,1,;-· ,J.!.,'·;, .. 11;•0.!.1,, . FILLER F0NLLS REQD = 10 L/Ryy= 29 .. 304 USING L l1JITH FILLEF;;:; K::: :}. .0() F'e= 99,979,,70 Cm= 0,,00000 M1;X LOi~iD Hf.i FILL.Er'.::= ~:'.?, 1'.t;~,t;. 6::3 l'II hi \1.l E LJ) L E>.i ~-:: _,; ... 0 • ~; 7 '.':, : I TC ( "i'<:1./Fi:1) usn--.1G re=" ,;•:,-.. :., "''":, .... £. X .163 ; . I"<I'' ,:,.,. , .. ,, .• r-.,-. l ·,; .·. t.• \::.II'\::.~>~\ UBING BC::: :I. I< -·· ... ;'. l :!./? X .187 ·· 1 f":i.Jii1'r·;'i') :;1~1 . , \,., ... \ , ,11 ' . , .. EN[ PANEL (~LDWABLE · I !::· i·,'.() )'-' -~ '·· 11:· I f' '··l J'.~ , ... V s· ' i ....• ,.. J' ,~·-1 .... -... ; .... \ .. · .·, '" , AXIAL LOAD = ; ,-C'"j''"'d"•'," r· .. ri.-.:., : ' i~i\ 1 i~!L. F·t·;l'--!E!.. LDt-,D CHECi-'. •·· ;:1BDJ'";'GM c:-iu;:,:n L/F(:;-:::: MAX DRIDGI~~ CHECK i ,-., i''IDl'iEh!T DF } \ll::F(fii'.:i"" I • 1.,. TC TEhlf;H)i--; ']THESE ·- BC COMPRES2fON CENT[R ·~"'f'· , ., r).'" d.T{:>r.O::·/ :i.1,376.00 AXIAL STRESS fa :i. 2 :• t;::>6" ~:\<!-. l l !i :t !5~·:: u 22 LEFT Ei·-. .II) :tOriE~;g,,71.~ l ::~ :1 !:_:. l.~ !:_:1 :, (_:~ f.:. :I J. -:'I :l ~:I ? I: ;;~ :;:·: 0,, 8~?7 Jrl I D Pt1 h!E L :: ":I .~ t:: f.,1 Jw1 .I t-' ~-f::1 -..!C) IJ .f: .. l. F'-e ·f b N Li --P{c1h!E: .. "1',,1/Fa 1---.ic: ;::-:ru ... rns TC O~~/Ryy - E:G:::: :~::O ,: 9?' LL 360= :i.47.8 LL ::: '7 l'JI" ,1 ... u i ;., .i. t~() 11 00 1:'; 1 !•:LO()., :30 ::>~,:[ ll 9~"-l2 II 69 Ou?OH 8, 6B6 ,. !,.,~~ 3 :::~ !' ? l,} ~:: ,, e, ..:.} :I. !I fjO::·:-,: !56 ,.i l. /' ·I i.-., ,,., ·) ,L £!!..~(!:::: 221 ll? t _ ... ••' ..... ) J i .1 ... h•''·· ). \, }\ ,·} ... S \ )i .. J ..... .. ; I!-'{( ... c·o····,::,r;-i::-::·-c-!"l')·f .'-(~-,-, •. ·.1 .. .. {~ ~I t,4?" (?7 t: .... L.Dkf:::: !7l !I~?~?:·:;"~:·) J.,.IC) FIL.LEI:~ L · ,l'1f:1X BC BF:DE Dif:;T :::: :!.{S--::., !Ylf.iX BFrnC-) f!i'. 1/1•-y::,: r:i'/' ?C-G ~4, ! __ ,. : __ I :1./q FOR ~lryy BC COMP CHECK ..... .. , c,·· . vJEB J)E/:-::::Ghl,: ::;o1<9 . v J.i/1: ~-Y IJ·,,JDU·;:: nu f1L :·1 :1 ~,- :_a .. -,, i:-1 :'1··. i_. ::·1 1··1 :> i --, ~-:I ., 1 :;:. ,. [i lE :I. ;J ,'Ji' c_;, :l 1 '7(i·I l \• .,. .. 7,7, l .t.. .1 .' ·-:, II.• ,::\,,j ------WEB DESIGN------ .? l !, l¼J? l !i Et:,~:: ; ~;, :1 Bl<::-{::1 !I 2::) :t ::. 0 .!i B?? ?9li .!. ~) !1 l~_;_:I ~:; 4, 75:: ~;t 7 !l09() 607 i.O!IE/7 ?!/<)91) 8:,999 ?:i09(; ? , 90~::- ? !i (}~~(; "!• c: •) ·' ,,.:~ !' ,.1 .J. -c,:, 2 :i :i.C1':t 9!t 1:)8l :~.,O:t·6 ft !I (?::;li :I. jl 1. ,'.f7 ":t O':'·J :i n 12!:, 1 l/tI X 1 :l./1'.l X X 1 :L/'.2 X X l :1..1;:: X .125 1 X 1 X .125 -{ I\("\ u .l. \l 7 ·:: :t ~:~ ~I n 1 ~:I(:_\ q,016 2.0 .125 1 1/2 X 1 1/2 X .125 :I., J. l.;7· ~·::·!I~!:·:<? ~I :t !I :l 1t? ~:: !i O~)~J :l, 147 2.0 .125 1 X 1 X .125 2.0 .110 1 1/~ X 1 1/4 X .125 2.0 .125 1 X 1 X .125 2.0 .109 1 1/4 X 1 1/4 X .109 2.0 .125 1 X 1 X .125 ----STANDARD VERTICALS .'. i~~ f :l80 /:, 'I ::::Bl 7~090 6 !i 1)~?7 •I •I -:, !'' .!. !I J. ,..)\,~ 8,30~ 3.3 .125 :I. X :I. X .125 1,257 2.0 .038 1 X 1 X .125 :J.,936 2.0 .021 1 X :I. X .125 :::-() l( :!. () .. , ... \•., \,: / .z._ I.S.P. / MEXAM, I~~ EFF DEPTH 47-10 5/B 49-6 5/e ;~, . . ·. r,c·· r·, · '· II ,,, ' ,... '. " s:, .. !'° j··!J'· -i:) ·; ... J::.:::: ~1---\.) r·· ·;-c P:--d--lELS U> !I !'"Tj",r'"'' '!-'·' , .. ', ..... . 1-.,. '',\N' : ,-J··Jl •• r· . L.J::. .. .. . : . ' FIRE·r Dir~1G LE::: :_:-; .... 6 :!.····:!. :I. (,···:l. :I. ,-., DEPT!·"i':; L.f:>: ::;o., 000 MULTIPLE LG~DING~ :,·~~ ,, ' j_/4 :1.0 BC PA~ELS AT 1-0 Ef··-lD BTHUT Tit.TED RE=: RE:::: f::l::>= l····l :I. 6···ll PE=:: :::,() ,, 000 ,, I 11 J, l !.y . . Ul'-IIFG:·;;M TC : .. Ot,D::: ??2 .. ::.i'.l Ui'-1IFDE:l'I HC L!)tiD=: 0 r_:f F![{-jc·r I Dh!B r-·.:f ... ".·'.' ......... ·.i.· •. :; •. _·· •• f.··'.·,·:·:····'.·l •• :.;_.' ... • •.. ··.".·· •. ~). -R2::: +·7 !i 24~2 It ~:1:) ·NI I\J SHR::: :L !l Bl O" \'.>~1 TL::: 1. 1~·!· ~ l.tH ~-:' u O? STRESS ANALYSIS------------- :\10 1'1::::1'·1 TC F :I ·1 ::··:., .... , .. ,, i:;·.~··=1 !I ·r :[·' , .. ,·.:;~: 1-1 •r, ;:.~,~.;··,T•· , .. • . I . L.. I : .. :./ :;. \t\) -:) I .''.U \.1:l.f.) .... :1.:2!,9:J.f; i··1· ;~ t .. !~) --··t2 !I (}j_f: ~ ,' ~:3 l:1:· ·. .•'I 'i !.': "' 6 .. , / 8 r,··-. 9 ' . :i(:1 :!. j. i,·. ;LZ . . :I. ::J 14 \;_i':,' \i\iJ. :!. l:J :I.~{:: hl:I.:? ·-·21 !i l:.,BC= ·-2 a :1 ,~} 6 ,_:_:, --~·~a !i ll-b ~l , .. ::> 3 !I ~:; :I. ~::: ---::):3 !i :::t:1.2 ... :·:~ b :1 ~;~,~:: () 4H :::-6, ;;:~~(: ····?B:, t-16::', ··-;:~8 ~ 46~:i ... ?1 !, 6BG .... :::~:t !itiHO .... J::,:·: !I ~-?lB .,.. TI -r1::-~Li r:·1\1r: ;:~·l"PLrr ,1. 1, .... _ , ... , .. t , ... , , I ! · V:!.3 -13,533 -~?2 ~i:2 .... :13!153:3 fiD EI-.ID EH.D P!\IL 25 V2 ItITERIOR BC r (; '\ ,.,. :t 7' ~.=160 :I. 7 !I ~:1i::~:~) 25,3::.~5 3:l5J.]J. 3:l !J 1.:·:.l Z) ~I !1 ()~):] :~~(:; !i ~; l}? :::t>, ~;:/~.) 36i,9li/ :S~i:aO<?D ~-; !:\ !I () (~ E: 31!11~:::t ::;1. :1 :l. ::,;1 ;~ !5 !f 3 :;. ~-' ;~~1, ~)l !:) j_ '?, !~,l>O 17!,~)::.-o 17, ~.(() ~:l, 7 i;:;r:i ,q!l(',"{:_\t;: :_~; !l ;: l ~I ~-~ !I b ::; (' 2:,046 ~::9::":: .. -29? .... g7(._, .... j_~il{6J. ..• ;:: ~l :)41.:, .-.. :2!,6::;o -•• ::; ~I ;:~ :f. ~.:I --3 !1 ~3.00 ·--·4 !i ~~~84 .... /4,96fj1 -.. 5,'76l-~ -----STD VERTICALS •I 1:• of r; ., .I. l,I :1 ,J.,i:,\:.i -;' !I l}():f_ 6 ;! tJ:1~1 :::: :1 l}l? -.. 2: :i 6!:1? 2 !I::~ ~:1 :I. ----~2 !! ::~ !:., :L 2 !i" ~~ :::1 j_ .... ~:: !fi;,,~_=17 ::; !l lt-17 .... t.i !I :I.'?{~\ li !l ~;, :~) 6 .... ~,!! (:).9~1 t)!,4~1~: ···:::':,i:.i():t •J •I .. ,-1 ,j. II J. / / -·:l ,,?98 :f.u29B :I. 11?98 ----1 ";~~;}s l :, ~~9B J. n 298 ... :I.,. ;~98 1 .:.~98 :t "2~?B ., .. 1,, ;~':?8 •J l.,:f'":",V ,J, II .c:, t::i.,,; ldEH L :·57" l<£\ :·:)7" f.:iO '"l"'"I I:-. \)/:: t)\.i ''Y'"I I I\ ,)/ n C)\) 37,160 ::·;7 ,,60 ::;·7" 60 ~'.)? ii 60 ::~~7,, (°~\o 37,, ?::,O ~)'.ii II 1~() ::·.\'? 11f.:.O 3?,, ,:)() o .... 2 3-· 6 ~~ -· () 6··:l.:l. 1/.!l B···:l.:I. :i,/r.'; lO-·l l :t/li :t~>--:i.:t u,:; llJ··:1.l 1/4 :1.6-:ll 1/4 ·· 1B-:l.:l. :1./l.\ :,2tt---:l.l 2/:,·-:I.:!. W-·:1.1 1/,:J ~:,0···· 1 :!. :I. /lj :1./li :;.q .... 1 :!. l / t.~ lf,)-:t 1 j_/li li~::-l :l. :I./··~ -:1.,:1.66 -1.:!.77 34.08 46-q 5/8 15,126 -2.239 64.82 44-10 5/8 :I.,. 000 '..Z8 ,. ? '.'.', --:I. ,, :!: 66 :1..:1.77 ~:1Ll.C8 .... ~iBlt l II 000 ;;:8 J. 9~\ r·~ .. , Mt1X TC GDMPm:.ESIDl\!:::: --·Tl,::.Q?.90 1"1(:;/ H{.; Tl:::l\Vi:;IOi\l:, ~;;6:,:,9t.p,.~:,6 :·: 1··1M::: :[!-· .. ::· TC Pi-'11t·.lEL. 1..EhlGTH =-24 .. 0(1 !'It/ H·.JT DC Ptif,.iEL LEl\lGTH .:: ··-· ' ,.·,·c-• h' __ '.I ~:a; 'C·"T''"•'"'!'I"· '' ~I • '/' ,,. /'' .• , '' J' < '\ ., ... ,,, :.:1 i t\ J::. ~.) ;:; t1 i\H··1 , ... ~i ,::; t ,:.• ~ ~::ii,/ 1\ .!. ill ~.i I ), I.S.P. I MEXAM, INC RUN ON /-23-96 nriILY Jl\l,i)USTF:I(:,L :-~-. i.,.I r,;(.\SE L.;::;, .. H;iTH ~.!OF-:10:1\IG U:J-.iGTH 49-lO 15./B DEPTH EFF DEPTH 30 RE:::: ::J·-1~ r TC PANELS LE= 3-6 1 I' F:::Rf.;T !"•{iLF L.E::: :1.-:l. l :, . ./4 , -, ,-J' , ... , .• ·r· ... .. ~ ("· • 1",,"\0i:> 1;.;_t,,,:, ~ ... [:::: 6 .... iJ. l/4 END STRUT TILTED SPECIAL 1ST COMP RE=== :1.-:l.:I. :·.1,1 RE= 6··· .l:i. .I./ 4 ! .,, DEPTHS . l...i:::,·:: ::;(). 000 ,_' MULTIPLE LOADING: CENTERLINE= 30.00C ""· UhlIFOf.:1·! "i'C LOlil>= ··-48 t.i!\!JFOF:;1·1 BC LDAD:s• 0 '.·:11,v11 .. 1=· 'n,1·c1=·J1::,1,1 1 n~n ·c,:, 1·-.•1:·r ,,,:,· ·ri: .. r· .--, ,\N -· II \ .. • .,. \_ 1, ... _ ... f J_ , '-l .•. i.., 1. .... L ALL LOACS SHOWN REDUCED BY 25% -09:1..94 MTN SHR= 222.98 TL= -:l.,783.88 ··J '.· :1·, ~ : f··.fc! l t·:jJ::jl'! t,J;;~ . -"f' t' ! ~1·1::·7) :::'\!'!') ! I ... , ...... .I .... , .,. ' \llfa .. ? \d3 \;,::!.:, .. \1:l.;.: :1;:-~ :_._ :t. ::.'< t1.l';l -------------STRESS f~J\fhL'YSIS '"f'('\ , ... s , ... r :I. !I ;'i S:'0 :!.f-Y90 ;~ !I t;.i:)9 2 !i6t/~ ::) ~I ~}O~J ::; !( ~-~ () ~!I ,:i :, :1.0? t~ :i :1..0:,2 tl!l l~60 4 :, l{.{,(l li :, ~:iBO i't, ~:,~30 l-} !l t.~60 '!· fl l~6(i 4,:1.0;:: ti !' :I.()-~~ 3 :1 ~!I() !:j ::) !i ' ~.:, (~ !:, 2:,669 ~~!i{;,69 •J 1:: J'\l ... .L :1 ·,,i7 \l :I. !,666 .1. !I .;"::,66 DC F -·2 !' 1 t-:z .... :3, 1 :t :? ···3!, l :t? ·=--/"1 ·~·, ",'Y _.,\..\ !I 0"''.•\,:, --::·;, D:·::::.:·> .... 4, 3.t ·:. .... ff !I::;:!. :j_ .... 4, ~j ~:.:,) , ... (~. !I !:,!~10 -L}, ~,~:iO .... ti,:J:ll .... l¾ {( :·:) :t l --:3 !I B:::.:·5 -·3,B::>:3 --:3!,:t:i.? -~;t!l l:i.7 ... ,:(:!I :J.l:.2 .... ~:: !I j_ t,,;:: ·-709 .... 6ll .... ::1q~, .... J. ~?'1 .... :!_()} ~:);:~4 31.f~. ~-68 ~::;l.}() ,l, ·i ') i'O~? -·~::!I :I.{,;:: .... :1, 2 :I. -----· STD V[RTICALS B9:i. 9:ll .... )'94 70:l. ""(:,()? C:•l .--: \,1 .i.1·7 l'\r')/"1 "",r:.C) 7 ~-1:,t;){:) .~ •. l,,' l -~::89 .... {}:~~() ·-607 70:1. '? :I. 1 .... :f. !' Bt.,~·~ :I. u .i. ?? .... :J. u 28~; l11?9B .,,.l 11 298 •OO•l&:~'~98 l 11 ~:,·99 :1..298 ... j_ .29B -:I.. ~:'.98 -j_,, ::::98 l o ~ZB~~ .. .. :1, .:J.'?7 "\'-I .I I \::-/ ".l.{;:a ... ,.... , I'. \)/ II \°';)~J "''/""I II', ,:) / u \!)tJ 37 tt (::i() .. ., .. ,. r l'o ,)/ u {:11,,j 37,. 6() ::;? ":1.6 -12:1. 143 :l..17? 34.08 -72 72 :l..000 28.95 0.00 MAX BC TENSION= 0.00 :n..r: re Pht-.iEL L.Ei'.IGTH .~ ;~,1 .. ~)0 !'ltii-'. :rnr i3C ?1~i·IE1.. LEr--.lGTH :: ' ,,. ,· . ..;:_. PP DI:::,lPil\lCE ()·-· 2 ~i.... () 6-:1.:1. 13 ... :l :l. 10-.. :1. :I. :!.2--.. :1.:L :!. l.l· .. :I. j_ 16-·U. ··:1.8-:!. :l. :;::0-.. :1. :1. ~::;:~-· J. :I.. 2r~-·:i. j_ ;~6--:1. :I. 28·-U. 30-j_:J. ;~,2-:Ll ~V4-l :l ~16-· :1. :I. ~~B .... 1·:t t.}0 .. -:1. l, 42···:i. :I. '! / /I ., . .' ... , ,; / l! .!,,' I •J If\ J. / a .. } :1./l\ l/4 :I.ft! l./,1 :l../4 j_/,'.l 1/1.t :1./ll J I ,i J./ ,'..) r1-. .. .............. -....... MULTIP! .. E 1::,i,!t1L."i'SIE r,-· I" t·~ NEM ;·c TEN TC COM BC TEN 1 ,,.., .. l.: /j r·1··· ,. ' ·.7 :I.!':, 'l:'J, :l.6 i ·;• I:· ., .. • .1 f!. , .. :1:: .r:. ~.f 1. ~I 66l> _ .. :I ~:{!I~:,~;:) :i.:1 ~590 .:..J.;?!19:tB ? , /,69 ... :\·:~:I.:, t.BO :~~ :1 <':., f:.1 i'.? .... ;·:: :I. !I 6 G () ::.~ !I !:,()-~!i .. _. '?B !I i1t\ ~. :·s :r ~:~o~. ·-~~8 !i lf(5~, 't{ :, :J. G ~? .... ::·;:·:~ !C :~tl 2 4 , l () ~:: .. · :·:; ~:, , :1 :~. :;:: [! !I ;'}60 ... :>(·; !I 2~:~o {f :, ,·:i1.:io ·--:~:6 ~ 2::20 i:i !' ~:.=,ao -· :·:::"? !' :1. B~i tf !I 580 -::;.7, :I.B9 .{} !• L.~60 .... ~·;c:-:1 ?20 :.J !I {¼60 "' ::rt:.. !I ~?20 4!1:1.0~: .... :::~:5,~;J.2 ::l:-~1 1:)2 -5~},~1:i.~: :3!l~,=r()~) .... 28,46~1 ::> !I ~io ~:I ·-28 !I 4,;} ~:i :~·:: !, (:,69 --~·::1, 6f3() 0 0 0 0 0 0 0 :i. '? !I ~.~6::') j_ :::' !I ~j(._,O ;;;!),:)l~!I :{·:·~!::.!I~:, :t !:1 ::~l :1 i:·~1 :·) ~:i, OOB ~){. :i 94? ~)6 !l :..:",·:J?' '":' .' r) .. l"'J \.)C1 ;1? , .. ,_.1 :s ~-=~ !I 5:, /l :? 3!':, !i \)OB :·:;-~~j ~ ooe :·:; l., ::. :.)l ~:)J. :1 j_J) .i ~~!5, 3J. !=.~ 2~:1 :, 3l ~; j,? !i !716() l i' !I !71 (: () r--,., 0 ~'3UMMr:'I,RY BC COM 0 •--~:: !I :t i::~2 .... ;:~ !l :I. t\~:: .... ~~!1:1.:1.? .... :~ !I j_ :j_? -~5,B~)J .... 3!, B:,::) .... 4, ~~J. l .... {J, ~;J :l. -•/..} !I !5 ~7t0 .... ,J !' ;:i ~=.o -l¼ , ~-=1 !:·; 0 ..... q!, !:=(:so --l} !I::, l :t -t.\, ::; :!. :!. .... ~5, 8~!~) -·~} !I B::;~; .... :~ !I :i. 17 -·3:1 :1.:1.'7 .... :z.!i J. c:.:2 .... :;;~ !I :1. 6 t~ 0 () 0 ;---,. r, 1 MAXIMUr UNIFORM L.OAD; TOP CHORD= 292.32 l - ;:,-" [., ,.· !~,- . ' ;:-:,· ',! ::{ ,.,, '· ' '" ',, L.,1 - 1-,,,· ,.·· ~. i; •"1· j,, ' i. t~ ·, ' ,,-, i:. 1 •• {·· 1·,' ·1 ~·:: !! :·:; ~71 l ;~,, 3 !71 :i. .. , .. ,v 1:. i .(., !i ,,} \,I J. 7() :!. {J !I 4~1~! 9:!.:! . -· l, i:~6~:~ -7:,tiOl ·--794 .. ,.60'? .... :zf:J9 -~2B9 _, ~-~ !I ~·; !::I l -<28':? -·2 tt t;,~:17 -,~~ ;;~() r.· .1 nr. -,J !I C)7 "'' .... 7 (I {j(i:i. -·:I. ii BC:i2 -· 7, ;;~,~2 .... :i_ !C j_(~f_:. .... ~.Br~ :_··1· . . '.--1 '. Df.;JLY ~:~,-l':El'I I' . -:i. ';.·;1 :~: ·:·, ·-· i-, if ·.·._1 L • .... ... , ,l ., , .. ,,,-:~} : · ' j_,;.:, :. :1.::. . _.., j ·, 11 :.I ;_,.,._ I . -, ~, 1·;1 ! . ,., ~---· ;_""', /. r ' '·- : .:'1, L.- /:~::1· L.· r:-;I ~·r...r: I i··.JDUf;TR ::: (il.. -------CONSOLIDATE LEFT TC TEN TC COM BC TEN 1 !i ~5':f::;) :z!,bt:.,9 ~~ !i 669 :3 , ~:=, (\ ;:1 ::) :I ~-,o ~I ·tl 1, :1.0:~:·: '-1 ;r :to;:~ 4 !, l.l-::,0 /.} :1--1f.>0 /..) !I ~~~:,o .•'\ V 0 0 .... ;:::L !I f:.,BO .... :2:l !rl:1HO .... ~2$_3, f.t (=• ~:.:I --:3:·:·i, 312 -~::! f.., , -~=:·.~~ 0 .... ~:-)6, ;::::~O .... :)?:,:te~;, () 0 I\ '-.l -" , ..... l?, '.%0 17 !I ;:1/:)0 ;,~"~:; , 3 :I. ~I ;·~~r,3:l ~:, 3J., :l~1l 3:L:il~):t t~ !j !f ()()fl (i 0 BC CON () .... ~~,:l.62 .... 3!l J.:J:7 .... , ..... _ ... ,,. .... ~)' , i::: ,:~ ~) .... ::> :, n:·:·;~; --·,~:. !I :~~ j_ j_ ..... :; :, :·:; :l. :I . -4 :, ~5 ~~,O .. •• ~ ,1 ~\ ~~,O 0 0 , "C:l!' 0, l',-),,1'-·1 ?O:l lj, (?](; ~1:I. '~- ::·, !I {.l:J.? 0 JL!3 -.,,., .~ ..t: • l~IED COi'! -··l !rB62 ··-'? :• ,:}Ol --lJ2(; .... ;::;;39 r\ •:,-1::•! .... .c:. !f ,J \.£ ,L ·1 ·1 1 ' ...... :I •. c~r.:, .... ~lB4 I I Internatioal Structural Products MD'i:i::ER EIZEl:::~ 30K10 J7X [1;\:;.L.·r It--!DUSTRIF-il... :1 .. , ... , .. · .. :-. i ~lo !I 000 II 0()(} :::) ,, 000 DUTS:~:.OE I BC: DEPTH I :·a I ./ ACTUAL EFF DEPTH= CJRRECTED LOAD TC= :/Rx= 38.897 US[NG I -· !... ~ ... 0,,6:t'?O 0 Ir 1~700 28l18'?l L/R2 = 30.456 USING L ::;: J..2v0() ra: 25,985.7 USING L/R= 38.89 ;:~E~)'O .... :1.0 Fb ASSGMED FORCE - ASSUMED EFF DEPTH= o,,l.900 r>-\:1 ::• GAP BETWEEN CHORD= ::rn, ooc. o-:)o ~)? !I :t. f:J~t u ~/(),~. ~i~B II 9~,0 l..0000 :L,. 000 L./Ryy:: ;::? .. J.69 UBihlG L WITH FILLERS K= J. "()0 F ',-f!:::: 98,695.87 Cm= 0.00000 i .• O;'.;I) HO F I_Ll...[R::: ~:~~: !I 584. 73 ~IN WELD LfN 2X - I T~::: J,,,()0~1~5~1 -~~9 !i c'::i:·::iB" <)32~··l6 USii·,.!G -r,-... _N It,,. .... 25 -2 X 2 X .187 : f:C ·t ;:· .':\ U~?Ih!G -:f::c:::: 23 -2 X 2 X .163 l~:fl9lf.)11lt~:1 l l ;f 6/)~) II<:-;~ 0,,919 i_;JT/FT *fb f1iID· .. Pt;l\iEL -f;.=1/Fct 9,!f l'¼90 "2:·:;: ::) ~1· !I ~;I::;; 0 u ~I :I. 3 !i ('}i:10. {~;2 PA~EL Pl·= 21,153.8 MID PANEi...= 0.8760 NO FILLERS 1.../R=lOl.52 • ,·· , ... ,,, .. ,r,••r , r· .. 1··~ ::~ 1 . hXI1::iL ?i-\HEL i ... Ol:1D ·_.,. '('b PM·-.!Ei .. PT Cm 20 :f 7~::? II{;,, ::1 BOTTOM CHORD L/Rz= MAX 1RJDGING CHECK __ , TC TENSIW~ STRESS= ,: r-, \-i C: .,, ...... 1: .! . .1.::., .r ,.,'-1" ,,) ,.1 l ::; , !::f62,, l '/ j_ :i. :1 (~ t:,:) u <:>~:·~ O"B~i1 l:ll,, ::_:1lH ·1·c=:= :t.4~:9:t .. BC COMPRESSIGN CENTER LEI\IGTH F .. t .. ~ f;;1./F,,l 0.7466 ~ID FILLERS L/R=104.85 u_ ::;60:·, ,., !!: / r.· .{:,\o1\::•,, ,.1 ··, ,ti ... L.-UJ1H'" .-~.,::.-:::,-::L. :_'.,\j i"IL.-I ;~JM __ :::: ···1 ···1-· , ... _. ... , .. ,,..,,-,,·"r'·1····1· .,,., .,r,··t·'·'I 4,562.64 ALLJW= 12,767 .. 1 NO FILLER ·. : !'I 1: Y I)(' t"i1'~• 1V:i '1°' '" ; T -::: , .. , ,., -· R ... , .l·J. \ ,,1 -· ,\. \,a_ s..:. ., ... i. i..; , 0 .( .. ,.., ••• l/2 FOR .1/r:;--}-' BC CDMP CHECJ< MAX BRDG BC l.'ryy of 200 ~ 20.47 "!'".."'-',/ \,(.,J.-·\ ··_-, ,-, Btd3E LEl'-IGTH DEF='TH EFF DEPTH ·1 · .. 1 . L.t:.:::: FIRST Hl:,LF LE:::: Frnfn lHi~G LE=- DEPTHi3 LE:::: ;;,·--· 0 O·--H !71~--8 MULTIPLE LOADING~ 0 J. /B 11 BC PANELS AT 4-0 EhlD E:Tf~UT TILTED EP.i:::CihL :I.ST C:Dt'iP GEHTERL.IJ\iE= RE:::: RE== RE= ;·:1 ; .. I Ul'-II FD1:::M TC LDt,1):::: 2?'.:, .. 6 UNIFORM BC LOAD= 0 R2= +7,029.24 MIN SHR~ RE~CTIONS Rl= +7~029.24 l·,;J l'iEl'l :I :I. \i~l ~;:~ ._, I -, I . ;I l~~ ., .!. : .. -1 ~:~ .f. '·Y :I.~:, .. 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U::HGTH == 4B .. 00 ·1. ~, '.·1 :·1 1·., i--1·· l l:lTF:['.::/3 i'.ll\ii~LYf.;IE,~ DiULY INDUSTRI11L !:,1···· tj :t/8 . I..,[:::: LE> LE=: LE::= DEPTi·JS LE:::: 301(10 .,, .. y.,,, i..i ..:~i, WDF<:l<IHG LENGTH ~11, ... 0 :l./B DEPTH !:\-.. () 3-· ,-:, o--· n ~.l·-· B 11 BC PANELS AT 4-0 END STRUT TILTEJ SPECIAL 1ST COMP CE!\iTERLih!E:::: MULTIPLE LOADING: r.l UHIFi.lRM TC L.Df'.11):::; ..... '.JEl · Uh!IFDRM nc LDhI)::;: NOTE: UNIFORM LOAD IS NET UPLIFT SHU~N REDUCED BY 25% F~i::tlCT:i.DH::; R:l.:::: ... (7:!. B .. j_? 1.·1 :_,, :1 ~--/, 4 ... , -' ') ' ' ·,··_:1 ::·':;) .!. I. 1'.? ., .... , ·:·,_-.. , .... .. ::. l} 1 ;,=, l.!t:: 1,1,1,., " ' VJt,:i ,,, ... P.! 7 1.:,· :1.7 :· lB liJB .(': •• 1. 1,fJ:: \),,1,,1 ;'·-1·' ~:::i ;1~? \JJ I.~ ,,.. ·.,.> t.tJ3 TC F :t !i ?l S' 1 !,b!::1? of l r.: ... ;. .f., ,:, \J / 2 !1 li:'.Jf:.; 1'1' !' 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"!•-..>.,·o .... 4, 7~;4 -4,B~~t_:3 0 !I MAXIMUM UNIFORM LOADn TOP Cl·iDRX:;::: !_J :I --, \ ; '; I __ I ;···1 .. ,· ::I .---, ,. :I· 1 __ , .. , (;JED Tni l_t'.t !I 7:1, :[_ ~) :i 9::~7 4;~0 r', ''"il.._,."1 i:, !I ,i:,C).c: . ,, ,,_, •l., _. j, J. (J ..... .,.., l J.:. b.lED CCl"i .... j_ !I ~1:·:·:: :i ·-ti , 0 :::.: ~~~ .... Gf!B ·--·'/(,l:l. ,,., ",'; l)l:·1 ,J , .. , ,: /....<,. ,I, l"1 l'li":.''} .... l;, !I.<:,-;;;,,;:, .... 7 !1()29 RUi··.i Di< 2--;::::'i-···?6 I :1 :-1 ':·1 (I i-.:1 Internatioal Struct~ral Products MEMBER· SIZES: 30K10 J3X T€-~Xc\S Fy -50,000.000 Fb ::)() :1 00() u 00() BEI\IDH-iD 1...0M> OUTSIDE DEPTH f!C .. ~ 2~; 30. (;00 M;E;~JMED FORCI;: ::: EFF DEPTH:::: ·-:· J , • .,,.,.,... /1 :.,.,1'"'1 ,.)C.\ !Ir .c:.c:," 1·t~!:) ;:~ a " ~;, ~:.=, o y(x) -0.5600 Ryy - "!'f'• ''\I: j t.• .. _ .c: \,i }/ 0 11 ~!•6?0 ;cTUAL EFF DEPTH= CORRECTED LOAD TC= L/Rz = 30.456 USINt ~ MAX LOAD (FILLERS)= .... ~'.l-1. 00 ::: l~~nOO G~P BETWEEN CHORD= L/Ryy= 29.1t9 USING L I(:::: l • 00(•0 .!. .000 :::: ::)f.1 .. 00 F'e: 98~695.87 Cm= 0.000~0 MAX LOAD NO FILLER= 32,584.73 B MIN WELD LEN 2X -· 0.3~~ ·1_:1 TC ?'ti''• ,\:\!,• U!3IJ··-.H3 l:.lf:~IhlG TC:-.:: E<C:.-:: ~-~ ~·:·1 ·-2 X ;~ :}: l~-::~ .... ~=~ X 2 ): •t l "':l . " ,I, 'C) \,:\ l~IT/FT _ii 1_, FORCES REDUCED 10 ~ Fi::. !·I C:1~1 :1 , .... ,., ... ,, . .,. r· .I. r\ , .. , 1 F<:·\ h~1J\!EL Cl--fECI< ... LDf.:1D :1.:.1 !l :I. 9B II ~1l l2i19:t6,,,·1!5 0 l\ ·I •·•., ~:' t, I !I .... , .I. l ., \J \.,I :I. :~~ !I ? ~-~ ~71 u ? :{·~ ;::· J. !f /, L} O ., ti l.} 9~r(.)j,'")'uf:::6 .·, . ' ,:>t• : __ , ' ' __ , '·1 : .. 1 ~-I __ I :l.?,1~:f.f::,119 BOTTOM CHORD L/Rz= ~~X BRIDGING CHECK re=:: .,. .. , . .,. J t., i:,:.:: CDMPRl:~SBIGl'--.1 CEHTE::~ BC COMPRESSION ACTUAL= MAX BRDG BC ~/ryy of 200 L.Ei·)GTl·i t=1XIhL STF!i:88 i:<,_ F ~ \'::• L.E-hiGTH F 'i-:-~ -fb J:1ID .. ·F'{,l\lE, .• 9, ~·~;2 111 ,: :? ~:> 3~), !:)~)0 .. !':11 ~:i !1 l'?B" 82 !·-.;o FILLER~; L! ... :?lJ(i::: r·,·~·, !:: of .,:.\.:,,.1,. ,J, r,.JO FILL.El? 1/ry; BC COMP CHECK ·I WEB nESIGNt 30Kl0 ,-·~ :·1- TC:::: 2~1 .... ~=~ ·t .,-:, II .J.C.\, .. \ ,: l-1 :.l !_., .J li.i(:, :to !:·:1· Ll \ ·! .... , .;, . .:. ;_:., 1:; EE t . :i. ,·:i \} J. ,~, :-1 ,--,, :_·_, :1 '..-, .·.1 ·.:I :~I ;:·_., 1 1:: ! ! .... , .J, ,,I 'ilJ:, :I.G :t lE l :i.O :1. •I"( •I ,J, !,' J, :to 1 lE 1D :!. :to :::: r:: :1.0 J. J.4 !C '.::-":i. :I. .... !'.) .. ~, .. \,} -~ ::98. :?:,:?a~: : .. ::9f} /\ \l .... , ... 'r / .,:. ------WEB DESIG~ ------ trLL Ct~I T t,CTUAL C i:JL.L DliJ C liJEL:O 2:!. i,4J.7 :l.:l :,9J:,i:l lO :, B'?? Ji:'! !I{:;,(::,~:, 7 !,oi::~o 1 ~:; , .-:.} !:, ::) ... , .... ,·~ .-. / !I ~.) ·-.~~ 1i_J l ir ,;;.i;~:L {:)!10:)2 '.70:!. , ... , 'I ,J.J Lt 32? ,-1 l''rf''il"\ .<:-. !I •,i:,(;;,.(:. l"ri'i!", .<:. :fc, 2 i: :l ·7~; b!I f,·7,:·::1 '~,i::~6 ?!,9:~B :i, !I :1.0~;: ~:I !I (;fj:I, l :• :tB;;: l.} !I :t::')f_) j_ !' 1 e;·~ I'\ '':I·' ".'I .(~, !I ,,) (:) \,) '':! -:: -...•11, .. 1 ,, f .. / .. , fl l ,, ·J ,(,.11,I, 2.0 THI< :1." ::wn :t l/2 X u :L2~, l l/2 X l :L. ·2 X ., .-\r: -! :t J, i: .... , .:. X 2 )( :l X • 1? ·, :!. l/2 X •t 1'.11:: u .l. ,(.. ~-' II :I, ?~t l X :L l :1..1:~ ":1.2~1 :t X :l \l •! -·7i :· •• r, II ,I.,{,,.: >; :J. :: .. -':? X X II :l/1'~ ":l.:tO :l J./t.1 X :l :: _: ,:J .'·, V -, /\ .t 10 !I!:!'?)' ? !,O'i'(} B :1 ~~ 5·r 1::: ? !I 09(~ G :, ',;i<_;-:,;') '.?.O .. l:tO l :J./,'.l :l.l,i !' :l.80 (·; !• ~:; H 1. i' !I O ~ .. :: <.~ :t.,G'?Ei ·7:;Jf:) ,•\ Jl .. 'll", t) :\ l..} ,:) \_.f X l :< ":t:,::·=:, .: >:: :l X ., X :I. >: ,f ,·~ 1·: ,, .1 •• ~: ~. l -~-, l::1 r1:· , .. 1:1· i. :'.1 ;·;,-· L: ;-~, ;·_:1 ~--·1 i~I ;,·1 l..El'-lGTH \!Dl:.::~Ii•.IG i ... EhiGTH FinE·r · LE=::: i .. i:~ :::: It'" i ... l: .. ···· (! .. ·· .. ': FI r;:;:;1 .\) I (.·,G LE::: L,.f:::::. ~~LTIPLE LOADI~~= ~ .. ;J,iIFDRJiJ TC J. ot~D:::; ., .I. RJ. :.: 1 .. ,, r" l.• 1· TILTED El·,m '.:iH::UT \j 1 s "" :I, l,i !I ~1<'.j ::- lJ""'l \L.1/ \118 a i~i? :.,.1:1.,::; Hi J,1 •! .... tJ.,1 .I •• :~ , ... ~::·:1. !I ::J'?E: .. -~(·~i !i :::::;-is l"::"l .. , 1:· ... ': ···.: .. 7 !' / ..,1 :! --,:·::.l:1 !i ();~,-!::: ••• /.} () (I ;:~ ~) ~-:1 -··'+0 !I~,:~::; 5 -·· /~. :~~ !I :3 3 l ... :.~ t> !I Ott') '-:.,c.' !' (';r:l!:~ .... ~·:: s:: :, ')' ~:) (? ·--~::? !l 7!:,9 2J WJ -14,547 TILTED El··:iD ·~:Ti~UT ·-· :l. !71 1, OBB .... :i. ~~( !I OBB S(;) EJ.lD Et,ii.l Pl.,iL I l·•.ITEI~ I OR 11 BC PANELS AT 4-.0 END STRUT TILTE~ E?ECI(ii... .lD'! CDMF' BC F :f. .:r,, cio;.:'. :I. 6, 40:,: ::;~ ;:_1 :i B ~; 1 2~1:, B:3:t ~) ::; , l 6-,:·i :53 :! :J.f.:.l.1 :·)tJ !I 40~~: .. :,f·-. -'l'''"i ,.,·.:) (I "f\l .<:. 4'l !i ~::1'¾!:1 l.~ ::. !1 ~:jt,! !:_:! ti ~: f. ~:=, ':? :? ll2, !:!9 1 : 0 :~· lf :I.!£ ;:,1.: ~I .q l !t ~ii} ~=.\ ~;B, liO? ~)8 jl {.}<)2 :·:·;:·):, J.64 ~2~i;B~)1 -~·:~ ~) i, B ;:~ :t. :1.c.1, 1.io:,: :l t~ :1 40~~ ., -.. o ETD UNIFORM BC LOAB= 0 + B !i O ~:;1 ·:;1 .. <:-:L t:i·-.iP1i._ Y~~ IS (!.i!i66:I. b!loc:2 ~:, !i 37C- !.1, ?::)E l¾,:tOa:":. 3!147~:.\ 2 !I fl4~:: ~=~ !I i~:t l j_ !l ~I ·7 '-? ••Y ol r"• .... ~) J. Zt ···14'? .... :1, !l !::,',::-'(_? .... :~: ~ :~:''. :L :t .... :;:~ :1 {jl~ ·::, .... :·:;!l 1~l?J _ .. 4 :1 :t06 -i~ :1 :?38 •••• 7_:1!1 ::·;70 .... ,::., 0{)~~ ""(::,:i b6l .... ? !i t13:I. a,057 8bCjt i:-:\~1 :l t,JEB F l 6 :1 ~-:.::(:~3 --j_ !f () :{:: ~:; -l.1 '9 :!. t~} f} ~I ~::r 1 l-i .... :.:; !I bi:;)::, :·::, E:?;:~ .... ~~'. ~I (::, ::. t_\ :~: :1616 .... 2 !I 6:t<":1 ?f1l):l.l_\ -·· ~? ~j /) :I. /:, 2!,B:--'? ---:.) :1 6 ~1:1 f} !I ~-~J J_ {j _., ~:, :! :3 ~-) 4 Ci!£ l ;)~; ·' /'":""·'·'" --o :\ 7 i' c, ?;t 79(., .. -l:1 !I(_) :L .-:.} ··-:i. !f o:;;~3 16!! ~3t..,::, -.. ·B ~i O !5 :? .... l !! O'<·:·:~; EFF DEPTH ~I"" 0 F:E=:: ::t--<:> F~E:::: C~3C 2 .. 2~-;':;: :t. J. 7::.:' .... :l ,,OJE:· l"2?B :I. It ~~9f; . ... 1 *29D :l 112qg :ln29B .... ·• ':10() .I. u -~-/ (.J O·· .. B {:)l,~ U a2 ::)i' ,, (:_..J ~::? ,: 60 TL.== :i. ,i; ,, :I. 1 :~, .. ?:I. 3 .... (;_. ;:, .. () ~.=, ... f) l --~ E~ {l-·· B •J -J ("\ J •• L ·-\::I :1.::,·· 8 J. ~1~·· 8 J. 7 .... D J.9-· B 1.298 37.60 21-6 •f ,-~ , .. , { ~ .I. ".l:. 7 ~:) .... J. n29H S7 ,1-:)0 37 '!·:·:.\o ~~:3.... 8 2~:_i-· B ~-:~·7 ·-G .'?9-·· 8 :::.1:i. .... B 1.298 37.60 4:1.-8 ·-· :L 11 ~::9B :t ll <> ~·:J 8 --:tn:J.J'? :1. ·.,000 l ,.17'? 4:::, .... 8 ,1~:)-8 l¼6--·· q. 1 .. /B ri(::.x Tc cot·!P1?1::s~3I iJhf·=== .... i112 !I :3::> :t ,, o:> MnX INT TC PANEL LENGTH= 24.00 MAX 6C TENjJON= 42,592.?3 !'1/'.f:< H.iT DC:-Pt:d··JEL. L.Eh!GTH :::: n,-. . . ._ •'\ ,·,r c;i " 1,J l~l .·, --: .. I f:·,1 :-'I ,·-i __ , :·1· ,. I'., I. ,-1 i •' I • 1:~1 :.1 .--·-., -~-1 ''ll1 1.1'} I.S.P. / MEXAM, INC DAILY INDUSTRIAL i·:t-,SE ~J:t .... l ... EJ-.iGTH l.t 1/8 BC F'f,h\LS . I..E:::: TG Pr:,l-.!ELS !...[::: FIRST Hr,L.F L.E:::: FIF!f:.~T ;)Ji~G LE.:::: l1JGRi-:Ir,IG !...EhiGTH !:,:l. .. 0 j./8 DEPT!·! \}""' .;,:· :l :I. HC Pt:,i-,lELE 1'n .'.i--0 Et-.m :::-rnuT lIL.T[D SPECIAL 1ST COMP DEPlHS LE~ 30.000 KULTIPLE LOADING: EFF DEPTi .. ! R:::::::: ;:, ... 0 F!E:::: :_3 .... t!.) UNIFORM TC LOAD= -49 U~IFC?M tC LOAD~ 0 NOTE: UNIFORM LOAD ;s NET UPLifT -------------STRESS i·,ID l"!D'I TC F 1. t~~: :;.!,71<_-; T ILTE:O El-ill ::;Ti::;l.JT ,., .~:. 3 '.!•I/\ w.1.•,., :·), :·59:t, :)!i:39:i. ·<}, :\.07 .:1 !I ~·.~ [:~ ,q 4, !)ar:-:. .:: 0'".'l"':! "Y!1\ .. l.!,,1,/ l½ !IE?:·:, t.} !i B~::::1 ll ,..,,-,-:: 1~,. !-O.t:.-.,} BC F .... :L ~ BtJ::} N .. :i. !I Bt>·? •... '':! .. '}'"'l!'.\ •• ,.1 ;I .r .~ .: .... /f!l3'?6 ... , l.~ !I ~) "? 6 .... .:] !I 7:·:~L} -~4,(3~:i·J .... lj :, f3 ~_:i ::; ·--l¼, ?:34 .... li !I ~)' :::r ,{l .... 4 :1 :·57(., ll ... , ... ,, .... 1,f !I\)/[,; ;·-~1,77::i -918.19 MIM SHR= ,.,.7 ~;I') ... !.)Di.I -61.? ---;,ill() -"~:'.':'if.:, ..-J.B<) .... :f: OD- 3-6 l08 -I I''!!'~ J. t:.\,' •I •! .I •t ., "~~ "~1 .~ .. i.O .L11,L// 7~~,7 .... :t ,. o:3g ·--~:~t18 :i. "29B :2:::.:·i~l .... ::. =-:~.::98 ... ::::,~B :!. II :{?C?B ... ,2~;-t~ .... 1., ~:~~:,:::; .... ~)~~? .... 1,:298 ,, ..... 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INTERIOR MAX TC COMPRESSION~ MAX INT TC PANEL LO-~TH - 918 -918 1.000 28.95 -99 116 1.177 34.08 -72 ~2 1.00C 28.75 0.00 MAX BC TENSIO~~ 0.00 24.00 MAX INT BS PANEL LENGTH= i~a"OO I ;:1 ll ;-1 '.·I ll f.'I :-1 ~--, ::1 ~I \I :I :.·:, ~:I ~I ~~1 :.':I ~-1 :-:50K11 ,J4 Dt1ILY I!,IDU':3TRii~,L ......... _, ........... MULTIPLE ,;l ... ltiLYf\IS l'iEl"I ".? f'\ 0 0 ,, :i.O J.:!. •I 1:: .:. ,,1 ., I ,! ..::, :l. '? , . ., .. .,: •• i. ., ... ~ .. TC TEJ-i 1!17-:i. (/ :l !t 6!)'_-:' ;~, , .i{ :~ <=> ..... : !J -~ .. -~ .,:. !! :,;, \.:• ~ .. 1 3:i3S'l /J ,I /":"'I , .. , !I .L ,.,. ... lJ (I B ~;:~ ::, 1.:., B:~:::; l~_!t a.?:·:·; 4 !I B:~::::;; ,~} !' ~=1E;1~} ,·:1 !I ~~,B\'! 4!, :l.(:? 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TCP CHDF:D:::: BC COP .... (! .. ,.1 !I j'~)(,}'• ··-'~:~ !I B l :::: ····?!I Bl:~:. --·~'>!r (;:,49 --tt !i ~=~ l~ {:., -i'J !l ;;~ t.~ l: .... ti!' i::.,o<'; .... q,(:;()L\ 0 (1 0 ., i': ·1 : !'": ., . .;:~, .. c~ '? ""11"1 ... / ~','!'i 607 :J:1140 ;:~ '~1 lf : :t, B9::;; ·7 ~ :\:·:B(:? .... BBB ... 7():l. .... 2'. !I B~~~:~ .. .. a, <::-90 ---1 !I 049 .... {:,{?0 .1 ·1 I, MEMBER SIZEJ: 30K12 'I°\ l~ 'I'! -./ .Ll!"l~.l ... ; I ·1 1· Fy DEl'-iD I 1-..IG I...Cf, ;; GUTE:]J)E DE:J> 'i'!-·l ;':,,'.:·, fl 000 .. 000 0 .r 1)(iG ~;o .. ooo :·,, .. BG 0" ?"./BO / ( .:. ) .... TC ;I y 0 .. 7780 ~CTUAL EFF DEPTH= CORRECTED LJAD TC= Fb /:,SBUMF::D t,SE)Ui1tE:n = EFF DEF'lH=:= DETl.\!E:EH C.:HOi~D:::: :.--,,·. .C•\..-:: i'I ::: ;~:o,, f.!.:'.;B UDil'-IG I... ... ?r.'.1 .. 00 :: 1.2,,00 L/Rz = 24.~~2 USING L !(::: :1 ;a= 24,990.7 USING MAX LOAD (FILLERS)= :;.·1 TC (.,ti'°' -~-' (.,. ( f .:l/F .:\) ti :1 I • CHORD [;,IT E}.ID F'(.:ds.lEL. P,LLCJl;.!,~BLE END PANEL CHECK - /l:'i. ·,<I. , --~:~m F'hHEI... PT==: ;·1 : ·. - BOTTOM C~ORJ L/Rz= L./F~:::: ~:JO" Bt~ MAX LOAD NO FILLER= 8 ~IN WELD LEN 2X - USING Tt= 2A -2 U1:n: I\IG I:'<C=== ;~_6 .... 2 FORCES REDUCED 10 % ::;o, ;)08 .,_9B .~:~o ~I i2::) :1 8:1. ·.i' !10:t:t "BO Ou<?:!.O TC-=== ,,. /\"" ·, ill i" .;1 DC=: I'~ '! •M1 : • .~:.1·~-1; / (.;I ::;o !I 000 u 000 {1~.=,!{031"·7~;2 ,..,,·\ /'\f.:-··. i:. r.:, " 7 \,1 ·~_; 0,, 9l8~, 1,, 00() Cm=: 0 .. 0000(.1 l¼ l !l t) ~71S't II 90 ()" ~)? ;_:, X nl87 ,101100 2.6 !, 800 ,r 9t:1 ~.:, 6 !I l,! i:;r ~·:: " l½ ,·:.\ ~~·:: !I l½ 2 8 11 /} ',:? '.:1·· i... I.. ~:'. i'.,l () :::: :I :-1: l--- : . I '. ~, ~:I :1 -~· ,.,. I\..· EC COMPRESS~ON AC'IUAL~ 4,759.64 ALLOW= 15,732 .. 0 IJO FILLER ALLOW BC CUNP LOAD= 15,576.99 @ 1/ryy BRDG SPACE= 12-8 l•iEB :OEHIGH:: ~;01<:i.:i:: Dt;IL.Y ') . ,, .. , ·-· l,, J, l .-c:. 2 .. ,,:;~J-.. '/6 BC= 26 -2 X 2 X ------WEB DESIGN------ ;,_-1· r.1· :··, OTY {:rCTUr)i.. T riGTUPrL C ~;Li.,.Dl .. \.1 C :2 !i ~-~::,e> ·.::-i :1 ?~'iit:i q,t.,::.~4 VJFLD :l.11 ROD m·1 :1. :l.,J :i. :LG 1. :i.E l 6 {;J'l 20 :I. :I. 0 .i. :1.E :J. (? tiJ:l.O :lCi :t :J.{J l~!:l.:!. :I.E :I. b,l:l 2 10 :L :lE :1 1 13 Hi: :!.4 ',):l. :I.;:, :? f.{ 10 j_ I :I 1·1 :_., '_.,-, -- ' :'I: ,_ ,-., ,. - ' ' ;_: ·1 '~-~ ~~-1· ._,_-, -- ; :·1·· -- J.O :J. ('} C: I'": '~V \:;.. , .... ,.(: ,.) l~ !I 9 ~:~l! t.J?O -~~\ ~ l I.¼() ;:~ !i B :~:~ ~~~ ~:~94 () :LCr? ?l,,:1:i.'? :!. ::, !I 4 ~:1:':') ~-l,96B :!. l½ !' (":\{:) ~:1 10 :1 B?? :I. lJ ii 66 ;:\ :l :,090 J. () i' B77 ? :1090 10 !I B'?"? 7 !I 090 1 !la9::> ·7 !l 2B9 8B8 ""• ll"',l .I 11 t:, .c:~ (:;, '.?0:1. a!' e:z? j_ !i ~:::t? l! !l ~?::=1a l :,2:t 7 l.~ !' ;;::!:=1B \, :~~::. ;' ";I IJ ,..;, It (J :I. :1:-n X :I. :!..I;;: ;< l ::.;;;: >'. .I. :L/;;: X X :i. U2 X ;;: 1• 7 ' n :I. ~:~-~I :I. ,,, '"1 J:, II .~:. :;;: • 0 11 :1,~·::~I :I. Ii :J.~2~, l 1/2 X X :i. 1 1/2 X ,1 II'\ .l./ .,:. X :1. 1/2 X 1 X 1 •! ''"1!:: II.',£, ,,I l0,877 2,822 4,258 :I. l/2 X :I. ----STANDARD VERTICALS t'>!l ::J8l "?!,0()0 fl:, l,90 l;:;2?6 9:i.7 11,199 5.4 .:1.09 1 1/4 X 1 1/4 X .109 l,332 2.0 .042 :L X 1 X .:1.25 2,053 2.0 .030 :L X 1 X .:L25 .I :··1 i . l. i-~,-1· :1 :·.·1 '.·:1 I ,.Bn?" I NEXAM, I~~ RUN ON . i.1.I or-:: l( I [\l[i i... E l'-IG TH DEPTH ~<1-6 5/(3 BC PA~LS -LE= 5-0 TC PA~~LS LE= 3-6 FIF:/:;T Hf,L.F LE=== FIR3T DU1G LE=== 0-J.1 '.:i--·:1.1 DE?THS LE~ 30.000 MU~TIPLE LOADING: ·I '·'l J, / ,., UNIF~RM TC LOAD= 270.l REACTIONS R1= ~6,962.11 11 tic fANELS AT 4-0 EhID STRUT TILTED SPECIAL :!.ST COMP CENTERLINE= 30.000 LlNIFORM BC LOAD~ 0 R2= +6,962.l:I. MIN SHR= RE= O·--:l.l :1./4 F;E::: ~1-:i.1 J./4 ---,···---·----STRESS ~NALYSIS ------------- ''": ., .. ., ""' J: ..... ::,\,:,-·-., c::, :··1 :.1 '..I l'-iD MEi'I :l. [1.,i? TC F BC F WEB F CSC WEB L 14,581 2.239 64.82 PP DIS'T ,:1\l;:::E O·-2 TILTED nm STRtff ·1 I~, ~:·:z t,Jl¾ 4 tJJ ~~I l% !::_ ,,, • ... , ... , ,· :·~ :l :i.G •I•! J. ,!, ~\!8 \;.!':,! ;,JJ. (', \;J:t:I. :;)1~:; I i? (d:l.'.:i •I'"• .l.,.:, ::. .--:~. vJ ::. :!. :i.6 \:J:I.O I :I.'.'.', :I.'/ (,,!~) :i.E'. . ,. ·' W-·, / ·1, ·IC'• 20 ll.i6 r•1l'"z : r_':'':! .{ .. , ... -:1:2;~},!,1 -1 ~i\ () ;,i ~. -:l9~0~~~:: .... ~~ {:~ , ? :;:~ 0 .... 3:l, !:;j~:.:·4 -:11 !f ~=_)f),·i .,,. :::i :::i !I -l ·.77 .... ~:~~:-~;{ :i.?7 .... :::: l, ; ~,\~1 ~~ ... ,::;!:.~ :1 J '.?'.? . .;,~) ~7, :1 l ?7 .... :::i:t ri ~.,·:?4 ···2C:1, 220 .... :,~ C:i, -z~~: 0 -· :I ~;:: , () ~:! ~-=, --1. 9, o:;;~=. ---1 ;:: :1 ~_:i {E, l I ,!:,/.:, ;_: TILTED i::J,iD STRli'i V:I.S ---:1.3,0ii(., ': ·1 ~ .. ,,',•' -• (;J2 \.·' SG EHD ! ,-;-1 I Jr'~ · 1· ~?.6 \il :_:~. ,,i:. / V ~. :1:hlTERIDR 0 l4,GO:I. :l,/.f !I 130:1. ~z~~ ~ B\':>2 2;:: !I ab~·:: 29 !I :t~::1 29,l3l- ::>3!16l\J . ~;::, !I ( .. ,:!.O .36:::?97 :'f? ~I ::. 9 ;·:·~ :16 !i :297 \:;i6 :~ .?97 ~:> ~5 !I (:·~ j_ 0 :3~):ic~:1.0 ~~9, :~ :·)1 ~?;1 !I El;2 ;·:: ~? !I ;,:-6 ~:~ l l~. ~-80:f. :!.A 1, JO:!. 0 c.'T7i .... , ~ .l.- 'I MAX INT TC PANEL LENGTl1 = I t..: .--., 7BO ~I, ?~Ll !~t ~ 1 ~:) J. 2!,s:7:t 2, l}:,S;) :I. :1 f.{(.~': () :I. !I :::\ ~:i {) B:lO ~:;:'lO ---?'.70 ·-B:i. (: ···· l :, ::;~=1:) -· :f. ;· B9J .... ;;: !I L}::;o .... :?!I(/?:!. -3!1~.\:t:i. .... 4 !'o~:\J. -··4 :1 !::!9:1, -~1 !I :1.::;:;, -.ir-:.r .. / (.)\}' ·-6!1 ~,l:I. ! 11'"!":-r ·r 1'"• ,, ' t"• °" !:. !'. ' .1, 1.. 1--1 !... ;:) -9:i.B 1.177 34.08 ·-l) !' l ~5:~; C), t:-6(:.i .... ~I fl t:.),(:_\lf ~, !I ~? 6 :,:: .... ,·:i !I !::, ,:":,, () ]!,b::,9 .... 3 !I~-:57 .... ? !l :{·~i:·)::) ~::· !I 'd~ 6 0 ·-·~{? !' :(::60 -·? ~, ?/:iO ?:1·:?60 .... ~~ !I 2t:)o ~:: !i l{ !j ;:! ~::~!LB ~)9 .... :~¼ !I ~:160 ~-:, , ~=·~ 0:::, 2 <5 !l l:, {:. (.; -··6, :; ::1~:) ..:_;, ,;_ 8 :1.4 ~; ~,i:11 -·:I. u 2'-?B ·-J. .. ~:~9B :J. n ~:9(:~ ·-l .. ;;:::;;-B ·1 ''""'' •• 11 .('..:z·c:~ :I. n29B :l. n29H ··-1,.298 :!,,,(;'?3 ---J. u J. }? •·,-1 , r \,:,/ "'f.)l..} :.:}'.? ,;60 •.Y"'".• ,I ,r. ~) / :, fJ'-.} -1·"'\ l ·" ~:,/ u C)t'i .1 .1, , ....... , C•1i' n <:•.t:. ::;i .... b ~t·-(} ~.:)-1 J. i'···:l.1 ?-:i.:I. :I. :I. ·-:i. :L :l. 7-:l.:\. 1•"\ ., ., ~r-l..! ?7 .... l :t "'I.: "., ,) .t. .... J, .i. ~'i/-·:1.:1. ·"' ·:·~ ·--! ., ··i, .. • .1 •• 1. l!p .... {.f :I./ .'..i •! ... ,. .!. ... ··t :1./l\ :l./ll- :l./1.\ :1./li j_/lj j_/l,!. :1./l,l j_/f.: j_/l! j_/ij. l/ l.~ •J l {I .i. l ·r -! ...... , .1 .• 11 .. .. ,! tll .1./ ,·; ., ., _., .t l '·~· •! I l: ,l, / .. , ·:I :-;, '. :·~,- '. ;··., :-·, ; .. ,- -. STRESS ANALYS!S: 30K10 "!!:'. :.•,.I I.s.r. / MEXAM, lNC ?f·1SE LEi\lGTH ~,:l.··~:l.{) !7,/8 ~.IDRl<II-.IG LENGTH ~:i 1-· 6 !5./8 DEPTH 3C BC PAhLS . LE= 5-0 TC PANELS LE= 3-6 F :i:i~:f;T Hi::}L.F LE== FIRf:-r DI{;G LE:::: 0-·.l.1 DEPTHS l~= 30.000 •I l.'I J. ,; ... , :l.J. ·:::c Pf)i,IEI...S r-,T l/-.. 0 Ei-m STF(UT TILTET SPECIAL 1ST COMP CENTERLINE= 30.000 EFF r::r:.PTH 281:9~1 t,Dl)ITIOW-lL. CHDF:i) L.Ot,DS t1?E t~DDED f.:S BDTH CDl•iFF:ESf:lICH,i 1)1,JD TEl·-.tSID:,i :I :·1 ;_,. (:,l)D I TI Or,!i~d.. CHORD LD(HY:3 /'.'lF;'.E m-.H .• Y ~)DDED TO Sl.i!'i!'ihF:Y ·-HOT s·n::~:Sr3 (;l\ft,L Y!f:. S ADDITIONAL TJP CHORD LO~D 59(0 UNIFORM TC LJAD= 12l.11 UNIFORM BC LOAD~ v . ALL L~ADS SHOWN REDUCED JY 25~ ··· .... -.... ---····-·--........... ~3TREf~~;} 1'.:,f~.Jt~L YSIS -............ -.... " ___ ......... _, __ ,. '' .i. ~IJ2 :·1 ,,. ·. ti / .i -:> •I .I, I ,, .... ~:· .: 1;;; t,JL!- [;,Ii' !Jij,J. {i,11.2 ~.IL\. ~-' •! l\ W.L'-J ,:.-.1 :\.;:, .i.l:1 J} l•JC) ·1· o ,~;.i,1.~ ;_1 ~i. :;:; '1!!;),1,-.1-:·'.-.· -:F."i I .I. ·_: .. _ 1 ?:;~ kill ?::) bJ;:; ; ;~:( ;.,· ; __ /'"J. .'26 V:l : ;~7 \!~~ : ... I '"!"f"--!'" ! \..· r .... !~ !,li{)B .... 6, .~~()[} .. .. 8!1Bl7 -·G!r DJ.? ···· l G !I l:s~l~.:I ••NJ.(> , b~? ~:; •·-11 !I n:?9 .... :i. l :1 B~~::9 ... :I.? !I l-t:·:·:-? .... t ;! !i {;:3~;~ "··:I.:? :I l.} :·:;:(:: '"" :i. 2 !i 4::;;~ ., .. 11 !18?(.f .. :l :i !,9;.·:':S:· ... :J. 0 !I f:..:~::!::I -j_()!,6i~:1 .... B:1Bl'? .... H!,Gl7 .... ,,_.;!1,·lOB ·-·C_\ !i ttOB .... ::i !I ~? ~;;: lJ ETRl:IT ---l} !I :~e7 --t¾, JE:7 Sf:i Ei\U.) i::},[() p !\ii.. IMTERIDR n.:. F ,-. V -~ r. 9·77 /J !I \~ii"?'? 7 'I ~:1EtB 9 !i ?9<:, :!. l !I :.:;o;:: .t ~~·=~ :1 2 1:i b :i.~;:'. !I :lOt, :i. ~~ !l !50? 1:c":: !r !50'? .1.;~; ~:06 12,20<:~ j, j_ !I::;<)? 11 :1 :·.;o~~ f;l !I ,796 ·.7 !{ r.::,f18 ?:<f.:.BE l.f :! ~i}77 .:q !,·}'/7 0 ................... ETn I'\ ./0'"1 ,{:. r:~ ,:, :t,?~::::--- l , 7:·:: ~~I :t !i::>62 l !I:: E::) .... 90 .... a:i.7 .... 9r;:? <i.:,:l.f:lO ·-:i. !< 362 •· 1 , ~:,.:[4 .... 1,?:/~71 .. :.1 !,9£'.7 ... z!,:tE:9 vr.:::::T:!:f:::til...S 21::.'.::'. :l.13 l CSC WEB L PP DISTANCE 4,903 2.239 6~.82 0-2 -~09 1.177 34.08 3-6 ... ,1 :1 ){,:i. .... "/6() ..... /,:.:•) -·· ::·60 .... :!_ !l ()l) J. :i. fl~-: 7'? .... :t !i ;:~I ::; :•5 1,'.7(:.i9 .... ;;: :, oo~:.; 2 !i?lt1 .... ;:~ !I 0.f.:,(_1 -··l ,.29P .... :f.,,29C5 l "~::9B .... l It ;~i?[: .... J.,,2~f8 1 .. 07::; ····J. n 1 ?7 ' :L .. 177 ... , .. ,, I I\ ,::i/ II o·,.__! ::>7 ll 60 -~·, •• , I I', .. ~"-/., \Jv -·, ... , , , .. 1).l II t1l\) -,--i , .-. ,.)/,, (:.,;,} ........ , ,I .- j / .(:t') -.·'"" , r. ,)/ lo Q\; 3l ,10E: ;~8" '-):j 34 "Ot:~ -181 1.000 28.95 B: TE~GIO~~ 12,~07.6l 9 .... 1, 1_ :t/lt 1 ::.--:L:l. :l./i:; J_3 .... :1. J. :J./t.; :I. 15 .... :I..!. :l.?· .. :l. l :I. 9·-l ::. ;;::t .. ··:!.:I. ,I / l' .l / 1.,. -t l n ,!_/ I,,' :!./··~ :l./11 :;-;:::; .... :1. :I. :I,/,'.; :r:;-.. :1, :1. 11:!.··l:L ll ~; ... :i. :i 11,i'.;-·:LO ·J .,, • . ,. l ·-·; :!./l.~ :l./1'.(. •I ·' .'! ,t / '·Y j_//! ·I ,/ /I .,. / 1 .. } 1:: l!"' ,,If ,-: I': If'' -,.1/ (:.": MAX INT BC PANEL LENGTH - :-I ::·1 _--:, ,_I ::1 ''l!:: ,., • . .I I.S.P. / MEXAM, INC 51-6 5/8 30 BC Ft:,t·-.IL.B . LE== 5-0 ll BC PA~~LS AT 4-C TC PANELS LE= 3-6 FJf;:~;T Hi=·,Lr Li::~:::: 0"'··1.l FHt3T DI,~G LE= DEPTHS LE= 30.000 MLli.TIPLE LOADING: •I .• .'I J. ; ··/ END SfRUT TILTED SPECIAL 1ST COMP CE~fERLlNE= 30.COO UNJFORM lC LOAD~ -48 UNIFORM BC LOAD= 0 !--JG"\"E_;: u1,r;:rGRVi L.DhD rn hiCr IJF-L.IFT AL~ LOADS SHUWN REDUCED BY 23~ EFT DEPTH Fi~E == !:1·-0 l'<E=:= ~1---<:) o .. -:1 l !:1·-.i. :i :.I ;I ; :1 -927.94 MIN SHR= ·I :1 :.I ,.:~ ; Ll I-:i.r : ' ... .I.~= :i ;:; '' I :l.r'.! ·I::: .1.,.1 -I.·· ., . .f .. ' '.JlS I I /I ~v·-; ,1_1,:;,. !.!•' 7 w.,.'":, 1·•-1 .. , .• ,_1,1.~, "I"' \/,-:, I 17 ~--:i B t.1J8 :t9 V.!)' I 2:·) , . ,..,,r :·_ ,: • .1. ;~? l,Jl! ,-,--;: I 1-•t .(:., .. , V\•\) ,., ) ' L.- TILTED EI·--.:.0 ...... _, _______ ..,_,.., ______ .......... _ STt~~Et)S ,~1J\!tfL.~Yf::IS .............. ·--·-·-·-· .. --· .. ·-· l ,1 f:..?L~ 2 :I ~:_:i:·:~9 ~-~ , ~:i :::-171 ~:) !' 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II '·t 1:: ··' .. , / •I < ., .. ,. .; l",'t 4 !I lJ;:·:~, li !I l! ~l ~:J L[ i; ,'.!'.,?;;, ,~~ !{ ii~~ !.7, .C.} !I ;~.i:;t!:} ,:J :i 1l2 ~~r .... j_~;!, ()t.jf.i -·:l~::, ~-~61 . ... :J. 9 !,o;:=1~:, -·· :t (_;> !1 (} ~:1 ~:~ .... ~·::t:., 2.~~() --~?6 !' 4~20 .... :J ;t, t=194 ··-3:;. !I ~:)'}fi .... ::;!:=,, 177 ·•-·:~ 1:: ·I ... , .. ;1 -.,.1 -..i!f,L/l 0 ,/ .. \., /'i·-.1·· ,, ... .J.-..) •: lJ .,.);, '4,t.!~~~:, I'./~ '1-2'.:, ·"~:,OBB lJ !' bBt; L.}!192:? f!¼ !i r11 ;;: ·_::i 0 .... ::,6!c 96B .... ::;<::i.!i 9<:){a (J r. 1,,} :t.4 !I E!(}l :J.:·:.i!1EO:t ~f~z, Bt:>~l ;:!2 ,BC,2 29!':1.:·:)J. Z'? ~I :I. 3 l ::) ~J , {!:i :i. () ~)::·; !I (:., .J. () :36!; :?~?? :> l., !! :? s:::1 3? ·~1 :l ~t:,: [,I '.I ·_, 11 :_I l ., ,., :, . ... I :·1 L: r.J .. I?:: ;. ,,1 TOP Ci·+DF~D:: 't 8~ F:IGHT -..... -.................... .. BC COM WEB TEN ·-:i. !i ·:;· ?' ;~ -·· l ., <,;: 7 ;;~ .... /-} :• ,'.j)'~i .. , , ..... .,-l -·~ .. ; :1 O,) l 0 "'.'r'I/J l 't '·7 607 /1.t'l" '"} ,.:. ~.! 30:i. 0 ·? .. ~. , .. j ,L .C. •• ~: -.,'''t 1..r:. ... ?O :I. ····~:;0:1. ., .. :/!,2/,J •~• l.: !I 9 6;~ i:w;,1 m--1 :·:·1--- 1.:..., 1·:1 I·.- ;_~ ·• :-~~, i:,i,; i~:, r-~, -- [-~,- \; !··:1 ,., : .. ~ :·1 ! . ii r1 '· [ __ , t: ··I 1-1-·-(. __ ;--,,- L-,~ , ... , :•, ~ :.-,• '--· r-:.··. -··1 -·-1 Internatl0al Slr~ctural Products NEMBER 8I~ES1 30K10 J5 DtiIL Y It--WUSTRlhl... F/ f.<El--.iDil\lG LG,YO OUTSIDE DEF·TH BC .... 23 AREA -u.6250 y(x) TC = 2~, y -0.5690 Sl ACTUAi... EFF DEPTH= ~H) !I 0()() n 00() 0 "()();) CORRECTED LOAD TC= 37,070.113 L/Rx = 38.897 USING L -21.00 L/Rz = 3C.q56 USING L = 12.00 Fa= 23,965.7 GSl~~ L/R~ 38.89 MAX LOAD (FILLERS)= 37,531.20 FILLER PANELS REQD - EJ. P,:\~:-C! Tf:)Xr.lS l'"I I" D ASSUMED EFF DEPTH= J".:yy ~;o, ooo., ooo .. ,., ' Ol(", ni:·r.: \.)(.') !i / i.)i..,\ n l J ,,, ~::8119~10 l II ~-=~ :::~ /,i :!. J. ,,()000 l11000 L/Ryy= 29.169 USING L = 36.00 wr-~H ~ILLERS K= 1.00 F', _ _.:::: ?Ci,69~:,,,8'? Cm:::: 0.00000 MAX LOAD NO FILLER= 32,584.73 -~·::~~ ( f a/F ci) 0.99759 USING ~C= 25 -2 X 2 X .187 ::::hlD Pf~hfE~ ... CH;;::ci.; :-·~>:It;L.. L.OtiD ... "• • !., ... :ii! 479.933 CHJRD WT/FT END PA~EL CHEC~ W= 270.1 FURCES REDUCED 10 % LEFT Ei·--.;:o ~4 ::) !I OB? n (i7 l~:~ !i 7:J.61, i~!:) ?,()l;(,u{::1'? i ... []· .. IG Ti· l F, t:1 ~-!0,,00 :) !I l 4~j 11 ~):J :::; ~:I ; !:_:I :::-() :i ~;I l ~; !, OE\l ,. ·7 l PA~~L PT= 18,115.0 ~ID PANEL= 0.8501 ~rn FILLERS L/R=101.52 F,·:'t ·fb Pt:·,hlEL. p·r Cm CHi::G I< :::: BOTTON CHORD L/Rz: LEFT EJ.;Ii 1;~ !i ~~S'tl:.1 ,: :)? ·;::o, :I.()<_;\ :1 :i. C 9 :, o,~ C.i,, t.··? , .. ,•,11' I..) II "-;l•"(\~:1 L.Er·-IGTH 121.518 TC OAL/Ryy ;·.1t~>: r:R:CDGIJ\f~:1 CHECJ-:: TC-::: J.lJ,.9:t' BG:-,: 2t~u!:=1t.' B !i coa II b~, 66!, ::.<:>:::;i,,oc :·,10MEi-...rr 1JF T 1-...iEi=~ I 1 <):::: ~I ;:16 .. 9 LL :·:;l,(;:::= :1. ~::J J. 11 g t.L 2t.io=:= 227 u H ! TC TENSION STRESS 6 3,435.14 BC COMPRESSION CENTE~ BC CDi'lFl:;:EEWI ;:]hi 1'1CTL'.(1L.:::: tj (I 9'?0" "/7 1~1!...L.Ol•,I:::: 12 !I :76'.7" :!. hlD· FIL.LE:::: Mr~,X BC DR)G r,;JE:T , .. ,·· :l.')----10 FDF: 1/ryy :cc CDNP CHECK MAX BRDG BC 1/ryy of 20C = 20.4'7 ··::.,.,A, ... r .. : .. , .. ,~;::. I ... ,., •• , ••• ,I i ... ~:: ,· .. t:.1 l r-'., . ._ :3:i.-· 4 ;:::I' ·,('"• F',.l·" r-• ',... .., I ·, -· " l J \iL .. \,:, J. ::. ·.:: ,:\~·· i:., TC PANELS L[= 2-~ . , .. ·•· 1··,r·-·1· 'I.,,' ,-I ,.. ( ,, 1. ••• !. '\,:> J f'1Mi ... 1· ... J:;,:::: ,) .... i .. i . ~IRST DIAG LE= 3-8 : ·1)1::·1::,·,1·-lc.'. I·::·... , .. ,,.j t·ti,'°' ' : • !M. ~ ,..,, • ... I...... ., .. , .. II ,.I , •• ,.,, ,. dUL Ll:P!..E i..OM)IHG:: . 1:: ,., (1.1{;:, ·-1(.;, w~· ' ? (;JB ··1''i:: \1,l{; .. i.;._,_i::_·, ~ '. ' 1 .. • • ,, " ,1. <'\ \,Jc'; .... a!,o~:.,q "''I '"II'• I .... / !' / .,~(::, •"'1 "'I I'~ I .... l,lh~l,:. OMO :t? :i :·;(~ j, ~ .. ?\) !I ?E:1:~': ----:~·~;_\ !i ?;]•/ -~-;.?(, ir 7E19 "":I.:? !I (_:)'?J ··l? ., ??3 ... :I.:;~ !I~:; ll :I. ···.i.Z,34l ]5 W3 -7.726 I. ..,., .... , .. r-, .. ,.,11 r--·,-,: .. , ,., . . ;.s .... r: .. · 1.:.r-! ... · -:::, 1 r .. J l . ~.):!.~;; · B!1G:'.;.l! 16 W2 -8,034 :.,,. i --:, : . / :·-·,. .B f3E '.):l. E\:i El\lD Eh.!I1 Phll .. I.S.P. / MEXAM. INC RUN ON 2-23-96 D;::PTH 7 hC PtNELS AT~-0 E~ID STRUT 1·1L~ED SPEClAL 1ST conP EFF DEF'lH ·nE:,:: '.';--· t\ RE>· ~'.--· 4 RE=:: ·o .... i'.J r::1::= ' CE~nERLINE= 20.000 · i:~E::: ~t::o" 000 I:C F 0 a!i .. ~f69 fJ, 469 :1. !:.=, !l ~:.o:~? l ~) !I ~~109 :J. ·?, ?~):::) l? ~r ·.?:)_] ?:l (i 1,:;:1. ~? :I. !I :! l[ :I. :;. 9 (J ?::·,:::~ :I,(?!(?:·:·)~\ l !) :i ~~1()9 :I. ~:.i !I,~:,(;~:·: q ,,:J6(? D!,,..-569 U\iIFC.:l~'.M DC ! .. Dt:1D"·' G R2= +4~387.43 MIN SHR= 1,096.86 TL::: ·-:J t-: !": 1:: ·-·>:i .•(,.'i,1 :·:) !I l :t ~~ ;.~ :,· ~:14) :t ,. ·-.:1n :t :~ /1 ,;,: 1, ~:i .. M ~:,ti,:_~~ .... :l. !I i.i l :~I .... ~. !, z}HJ. .... ~·:: !I ~:~ ,-:~ '? ... \:-; :' .. 1. ~::, · \JED L. -3,661 -1.021 19.71 3-~ 4,966 1.393 3(.79 3-8 -4,065 -1.59S 30.79 ~-8 .. _, o( l -f \,;~ !I .). (,.1 .,I, 1 !' 7~::,o .... :t ,, 750 '"' J, !I 7 ~:1::) :l !I ?!_::,o .... ~;:, ~:::;,D •:v -I l ,, \,.i :i ,I. 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FJ,.i::; :i::::; H :::;-;-RE ~1 S ,: :··_1 ~-1 : __ I i.1 --- 1 173 .. 695 CHORD WT/FT FORCES REDLlCED 10 % (Jtl '?:i.9B :I. t~:~·: II 162 TC:::: :1.2 .. ~:,7' BC:::: l'°,I\ I II I .{::t.i I' ,::,i--:, 1:r !' :i .. ~~o" B6 l} (:.; !I 9 ,:.5 6 :, B :::: ~) !I :i.;{4 1. 9{¼ , .. ,,., ..... , )} fl ~) t~ ,· .. ~ L./F{::: BB II j ::::: :l:,?lO"l.!:·J ;,LL.D{;J::~ l.} r, :i. l n II l j .. JC) FI LL.Er;: :l/l{ FDI~~ 1/~yy BC COMP CHECK 'I ·., ,,p::1:, ·1·,:::·C'·"c''-l" .. .,\,·;·,, "' :1.·•,. \·. l. ••••• • .!..• ....... ) ,,. .. '•: ,. .( .... \ \,l :i. .. DAILY INDUSTRIAL ·1·1-•1.,,. I \ ... ••· :1.;,1 ... .I. :I./'..':: X :l. 1/'..::. X ., \::., II J, L,I (,:1 BC:::: 1J;:: :::. 1 :1./2 X 1 11 2 X .125 ;-_1· .. ... I :_I I I -I :1- :-1 : ___ , ii -_I ___ I d IT :1.E .i. :I.E 1 io :I .. , .... .!.ti .I. :l.C: 1 :to :t ------WEB DESIGN------ t,CTU(,L. T Pil ... 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WIED EFF :01:::PTi J::: IBC ···· lE : AREA -0,3590 y(x) -o,q210 Ryy -1.0322 Ji TC -·· let ··:,-Al~Eil ···· 0.,.!/440 Rx ~ . >~ ·-· 0 ,1 4:·:::::;o BJ 0,, ~-~:i. 70 f;;~. ~CTUGL EFF DEPTH= I ! j"• \" .. ,. 1:: r·, ,') ! (\ \' I{"•')' I, I(• f l'\ ll ,r.1 .I'·. {. ''l (.': r.: , ... \.J 11 .\:, .i ~) \i HET\1 .. IEEl·· .. ! CHOR:C::::: :·.,COF:REC'!'Efi f:_Dt1D TC:= :?0!,9~~;~ul .. ::J~;-BC : ... / '\.~ '"' \+I,(.,.,, C) ~ .1,:~.f.J'-.J ,'.1 ,.,, MO .1:,'"i n '•,. \,. \;JI TH FILLEF-:1; j{::: :!. ~,l II ::.~ 0 (; :L,, =)000 :tu (::0() ·· L/Rz = qo.677 us~~G L = 12.00 Fa= 24.026.2 USING L/R= 52.06 ! .,;rJA\I I :""),-\D. ,r•·•[' I '"'l",r'•\ .... .,.~, , .. .,,, ... ., .. ,, . I jJ•i.-·, .... Ul"i. ... t·. I ...... t~. '•,;.:. J .... .,~ :. !• ; .. ,.,,:," C; / r·e= 55,097.32 Cm= 1~00000 tlAX LOAD~~ FILLER= 16,807.51 FII ... L.Ef-( Prl; iEL.f· F:EGH) :·:: B MIN WELD LEN 2\ -0.37~ -,re c ·j'21/F2,) 0.98206 USING TC= lJ -1 1/2 X ~ 1/2 X .156 1·,r-. , ... ·-:-r-:f:"''._r._ ,',\~ .. · ::) ! I'\::.\;:,~ ,:·1-.n"' ·~,l·-1,,i::-1 ·'LI fi!·J ~r-, i:· , -,~ I... ·4 .:/ I 1-·1 -.:, ... ·-J-l .... _, , fi .• , { ... , ... Eh!J) Fi'.ihiEL. CHECi{ :::: :_ f~XI,~1L LDt~:D ::: Phl··-.IEL. PT Cm 173.464 CHORD WT/FT EhID PAN~L. CHECK W= 283.78 FORCES REDUCED 10 % LEFT E~ID LENGTH 8,108.19 AXIAL STRESS fa l ~!I !I <::-02116~.:I :l :: ?;::~:: J: ~,H 9 !•':;_ ::::r ~ Bi~.- ti6 !! )i~f II B3 .-,--fb PANEL PT~ 17,056.0 ~ID PANEL= 0.72C~ NO FILLERS L!R~ 88.13 · lr:oT··;·r:;t: CHDF;::o L/n:1.::: l'iti>'. BIUDGIJ--.lG CHEC:< MG~E~IT OF INERlIA~ 162.162 1C Q~_/R;y TC= 12.57' 8C= 10.64' 1.,.,., 1·•··1.w•·1·r>1.: ,.,..,., .. ,j ... ,.,,., ·•· I\..-t. '"-!i:L. t:"!'-! \;) i '\ ::..;;i,:;., .... BC COMPRESSION CENfER I •·,•··-"'""•j'"•j"••·· , .. _,_ )" '")! ' ' •~··•·' ! ' I · bk Gurr,~~~ .t ~ AklL~~= ~ i'iP.;X BC BF:DG DIST ::: :I.?··· :t ~AX BRDG BC 1/ryy of 200 ., .. , :_~_-, ___ , :t ... 1 :2 ~ :70~) 11 :I. ~,:J ~:~./B FCR :::: :t} ,f ~:: ., r· .. , r• ,- -~:: .:' \) :r ~:1 ALLJW= q,11~.:I. ND FILLER 1/ryy DC COMP CHECK ·~, ; ., )::•) '"••::•~•'' "•f II i•:,{\1/r: :_-IJJ,_l, .i.Jt., ... .!. L,,-1.. .,. ~,i-,,., ~ DAILY INDUSTRIAL kl TC~ 1J -1 1/2 X 1 1/2 X .156 BC= lE = 1 1/2 X 1 1/2 X .12} F: '· ~ ., rl 4 1,J::, i r.: , ; . ,., l1.,t{:;, 6 ti.i7 ? [;JB BE i::1· :1.,;, V:i [''. :L:I. \_!2 ;·'1 ! , j-.:_ ··1 ' ' [ · - 1··1 ! •, I '' ·-1 ' . -- \I l:.: --, '' I l' L __ ,. ;-·,, l:'. LI 1_:, t' ,' :.' ·-~. GlTY PiCTUtiL T m-i :1. :I.G :I. lE l :l.E: l ·:1. (! :i. :!. ~---:J. lO .!. ::.o J. :1.0 l 1·1~-9B1 !::,17 ---··--WEB ~ESIGN -··---- ALLOW TACTUAL C :t l> != :39f::: l ii :i. li,·~- ·7 !I (i~":/0 :·:;. !' (.~i !:_\B lC:!:877-1 631 :J. (i !i {:}~/'? /..) !I C'.:°r' ~.-I ? :I 090 t;:J:~=~ ·.:--i !I 9 -~) E ~:: :1 z \:., 1~! :J..·~i ., :I.BO 6!! ::JB:i. ? !1090 ::~ !i 0:30 t.~ !IO ~1(:: ~I !I B ~:: ~} 1:: r·11:: · . ._,I !I \.:1 -..! •: 1. :1 s:;.: .. :- ·-=, ''":•I., '··'!r,i: .. ! .. r. :I: !I B:i. :~ -I t"t•I ·:•, J, !I (;;, ,i ,,.• :t j_ ~I()~?(, l°"i ('}1'-, ,I .::..!1 ···i::,.:, :2110 l'", , •• ,{: 11 t; 2.-:7 ?11(.; .,., .,..,,_ .-c:.,.\,J l~K ANGLE 'NAME ,. :l :t~~ 7./E!! non .. .._, ., \I • •I l".I .. l\ .,. /\ •• ,;, .:·. \,i .12~ 1 X l X .125 .125 1 X 1 X ;123 :!. \l ., .\ .:. >: "l'.?::', :I. / :i ;< ;,.:I.?'.:, -! /"'•!:: II ,f. 1:'. ~_I :·., : ~· "'¥' f'd" "/"• /d. '-'-I \' , ..•• ,. ,••, ~:, i ·1~ !:;. iJ \:.\ 1 ·~, .. ll"} 1... i ~~ 1 .;::, g 'I''., ... ,L 1\/\,.• L .. 1, D1:.\J:i..Y IJ.:D: .. 1::;TF:It,L ' .,., I',.,,.. , r··11"·n J ,.,, .. ,, ... ,., ]' ! If' ' · x.,1·H:H:. L .. ~::. ··H::; t·. wun f\ . "-.J\:J LEhiG"TH EFF DEPTH ~),t-.. ,:,.:1. ~-~/8 Cl BC F' t1 I·· .. !!. .. !::: · ! ... E ::, ,--TC PANELS LE= i'1····1·r·,r···· ,, .. , ........ __ 1 . t· .. ,-•,;:; l ,-·JMJ ... !" Li.:.-· · FIRST DIAS LE= :.:, }· '·· '.:,··" () ::·; .... 6 -., C: /:*t l ._,1,.·· C.) t t \l ·r 1::· n 1:,: i'-.-1 ·r !'.. , !' i l .. :,\ . .. 1·,i -!, c} ·-:~ . ' END STRUT TILTED SPECIAL 1ST COMP l.Jj·.;IF'cr::M BC LClhD: .. : () ;:._i::::::: 3-(:> 0·-<l. :!. R2= +6,952.71 MIN SHR= 1,738.:l.8 ,.,. 1 .. !,.;) .,. , I ,\,, J •• \..dU'·' /.,\, . .' "''' f· REACTIONS R~:--~~~~~~~~~ S .. f i'!E~~::3 ,:~,hitiL .. -tEI S ... , .... -.............. -............... _,M••·· ,., 1 ·· ~:; ,.·,, .,:: t· .-:'~ bJ ~' ,-.,· ,.. : ' ·f [ :10 •f ! .1 •• t . , ~ti~: i. ' ...... , ' ,1,.: tiJ:!.O !.l•J '\ \:...1,1 •• {:, :.d :l. ::~ ~J :I.;;; i,.\i:t2 {:)j_ j_ l~l:lO ;1)-S' . . ~~ ~-~ l1J i~ : ·1 :,:: ::) i~l :-~ :.... T'''I ·,·r::·r: . ,I, •. 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J.l.i!,B/7 ~.:t !I 7 ;:~ 0 ~~:,J.j_6 l.~ :· ~-.:! ;.:,• B l,t 1, :J::~ 5; ... ,'t c::L'? ~" :1 .: \,.I.{,, ? :·, lf ;,;~ :3 ;"!/",'"'} ~';)\} l ···· . .:::-:::i--.f -·:I.:, t,/.}/) .... :~. :: !:} a ~:, .... ~l :-:l.16 •I .'1 r .1 -.,. .l. 11 ;; 1.IC),.:, !''t'".i'": ···:1.r: .. ::. .... 6:1:t?B / .. , (i (::, ,q (£, .. _ !:~ fl ~.r /.} 6 ~~ ; :~:: ,·:} } ... 4 r. ~:lti;-; .... £~:r2!)? ~;:: ~I 2 !~1 :.:., ---:2, 2!:_:,7 ,._ :;:~ :, ~.::: ~::!? ~:~ !I ~:·: ~5 ? ... , ;:: !I-~·:: !:,:,7 ;:~ ~·-.,~~ lf B -·· ::;, !~ :t l.) g 3 5 fll}:::' ... /! :, ~·,"4? !:.:! /I 2r:i::,: -· ~::. !f 9 .!~ {:) .... b, l "/B , ... t' .. i'' 1_.;;)•.M• :l.,. :1.77 ·-l ,i OBO J. "~,::<?8 ., .. 1,:;·~9B :!. "?s··a :1. .. oaJ \,.iEB L -~·, ... _, / /\ i.:' / n c:1 \: ·-v·-:, l .r-. -..:•/ "0\/ 37u60 -:v ·l .--: ·' ,.).!, 1,,: .. 0 •:•, ·'·'I ,.,/ -·f TL:::_ 0-· ~·.: '.5·--· 0 '::,-·· l :I. 7 .. M t l .... ...~ ... •·: ' ( ....... -::.,. . ')' ~:) ... , 'JI ,:.~ / ··t 1.::;---11 ~.)/ !.i ;~ ~) ·-· l :f. ;·:: :~-· 1 :I. 27···U. ~i<_;:-... :i :! . ~il ·<l :I. ::;'7-:L :I. :~:(,'··"J..:I. 41-·1:I. .. ,., '.'! ,,1/ 'Mf ··., _,,:: ,.)/ hi, '.'.'~/ I~ ... :i. :1 1, o~:;o .... :l ~1:, t}~:::o 64.82 46-ll 5/9 '...l:l. : .,26 ;·... ~?'? V.? f3Q EJ'1D Ei··m Ph!L. I l\iTEE: ID!;; ..__ Mi~·,X TC CG!'IPF:ESSIOh!::: -----STD VERTlCALS :i. "C100 :•-.r1-r·1 ~ .{:.<:.1,, :: , .• 783 -~22 1.:1.77 34 .. 08 538 -538 1.0cc 28 .. 95 .. ··1 jtlf:1X 11,rr TC Pi~il\lEL. L.E},IGTH :: !·, ' . '--· MA~ BC T[~mIDN= 37,202 .. 69 24.00 MAX INT BC PANEL LE~GTH = ::1 ' . ·._·.,. '''T1··,i---r,("· ! ·~, V '']''' ... , .. ,, I·· · ~1,~Q~ ~~H-lb .S: ~G\~U DAILY INDUSTRIAL .··71· .. ,, , ... ,. .. ', ... ,.,,···1·11 . r.,f-);:.\f::. L .. ;:.;·\ \:.1 1-, ~,:l·-U. !:,/fl .. , .... , ~.i \,) l.S.P. / MEXAM, INC . DEPTH :.:ro EFT DEPTH 11 BC Pf:sf--.lELB t",T tJ .... (1 END STRUT TILTED SPECIAL 1ST COMP Rt::=--= O···:t :1. ::J1'4 I:! -! -! "':' / .•1 ,.1·-,1. .I. d., 11· . , DEPTHS LE::: ::':'.>,.OOJ CENTERLihE= 30.000 F:I:> ;iO,, ()()(:i • 1··.! L.11 .... l .. I r .. ·, '1_ I_-.. I ,.. ' .. , ·1· ' ' -1 r ... UH.Li. f·.,i.:i~ ;I ; \ I ............................. _ .................. STF;'.ESB f1H{1LYSI:3 · -.. , .. ,.' .. ,·1::"n F'\I.!" ',, .. , ... , .......... ,.! . . V:l.f; l. ~·~ t,;:3 1 4 I .. , ~) \J.Jf., ·) ·7 :_ .. 'I ., 8 11\I? r·: . ., : .. , :ll':i ..• L ' . 12 [lJ :I.;) t:J:l. .i. [i,i .1. ~~ ld:i. :;_ \JJ:l 0 .,,..J.L .. , .. , ..... ,· .. 1·•·· ' . I •. I :.1.1 f:, '·!J.) .: V:1.E :;;:4 ,.,;;·~ TC ;' .. :I.!, :;-.:1 :L STRl.~ i" :t !l'(:.,'?l:, :l, {,::?6 ;;: :t :,',: :::1 ~:;, ,.., 1:: :: 1:: -'·!! ,,!,,i._,I ::·:i,::i10 :3 :, ::.].0 l1 !1 -~·::? '.7 ll ",••, II i-) :1 / !,)i .. j 4 !i -:-'<)l; I~, 1?,:;3 r:J !I :~~ 4 ~:') li, 9 ...:}:.:J l~ , :;-i .) l,!. 4 !I :~:: ;:~ ? l?, ~:27 ~; !I !::, l () -~ 1: ,j ...... ..J, \-1.f. \l z ~ ~.=, ~·:1 ~_:, :2., ~,i::1~£ :·--·1°!'"11··:· ,? 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I .1:" j _: .{: / .1. :J./l~ "./ ,1 .~, L ' I:, .: . .:" ;,; ·~1 ·I ,,. ,. .,,, 11 ,I, .~:. .,i s,430 3.8 .12~ x :1, x~.11s 1,29~ 2.0 .03! i X 1 X~.123 1,9rq 2.0 .02~ 1 A 1 x :.1i: ;- ·! .·.•:: •• : ... :, ... 1 I :··1 ;·1 :I :1 :~1 f:I ;., 'I ;_1 i .. l r·.1 :·I ;·.·I ;_:~ :-··, LI :-·, , __ , : .. -.1 ·t:·-.·r:::": ~-· ~--· .J. •• : 1~:~ .. L. Ci·!i:.:Ci<~::, I , .. :·1 :.1 .. ·I . . ·1 I I· :I I I ,. ,~I .. , : .. , .,.~·-·· GENERAL: .International Structural Products CofP. RECOMMENDATIONS FOR HANDLING AND ERECTING INTERNATIONAL STRUCTURAL PRODUCTS OPEN JOIST A~D WEB STEEL JOIST GIRDERS 1. WHEN UNLOADING BY CRANE, ALWAYS HOOK CHAINS OR SLINGS TO TOP OR BOTTOM CHORD, NOT TO THE WEB MEMBER, PREFERABLY AT 1/3 POINTS, DO NOT JERK JOIST WHEN LIFTING. WHEN UNLOADING BY HAND, BREAK BUNDLES AND UNLOAD EACH JOIST SEPARATELY. 2. CHECK QUANTITIES, MARK NUMBER; AND CONDITIONS OF JOIST AND ACCESSORIES ON ARRIVAL. NOTE ON THE DELIVE~Y TICKETS ANY SHORTAGES, DISCREPANCIES OR DAMAGE. 3. STORE JOIST ON WOODEN SKIDS TO KEEP THEM OFF THE GROUND. COVER JOIST TO PROTECT THE PRIME COAT IF T.HEY ARE NOT ERECTED IMMEDIATELY. . 4. ISP JOISTS ARE FABRICATED TO MEET THE ERECTION REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH : ACT. FIELD COMPLIANCE WITH THIS ACT IS NECESSARY. 5. ERECT ALL JOIST AND JOIST GIRDERS WITH TAG END TO THE LEFT OR BOTTOM OF THIS DRAWING UNLESS TAG ENDS ARE NOTED ON THE FRAMING PLAN. . . 6. TOR V DENOTED TAG END OF JOIST.GIRDER. 7. DO NOT COMPLETELY WELD JOIST TO BEARING SUPPORTS UNTIL PROPERLY ALIGNED, TACK WELD EACH END OF JOIST ON THE SAME SIDE AND DO ANY ALIGNMENT DURING THE INSTALLATION OF BRIDGING, AFTER INSTALLATION OF'BRIDGING, COMPLETE THE ATTACHMENT TO THE JOIST BEARING SUPPORT, DO NOT ATTEMPT TO ALIGN OR STRAIGHTEN JOISTS IN GROUPS.AFTER INSTALLATION OF BRIDGING AND PERMANENT ATTACHMENT TO BEARING SUPPORTS HAS BEEN MADE. · . 8. DO NOT WELD BOTTOM CHORD EXTENSIONS TO STABILIZER PLATES OR CLIP ANGLES UNLESS SPECIFICALLY NOTED ON ERECTION OR STRUCTURAL DRAWINGS AND THEN ONLY AFTER ALL DEAD LOAD HAS BEEN APPLIED. 9. ISP MUST BE NOTIFIED AT ONCE IF JOISTS AND ACCESSORIES CANNOT BE ERECTED ACCORDING TO THE FINAL ERECTION PLANS. ISP WILL NOT BE RESPONSIBLE FOR ANY FIELD REPAIRS OR CHANGES MADE WITHOUT PRIOR CONSENT. DO NOT CUT AWAY CHORDS OR WEBS .. 10. JOIST CHORDS ARE NOT DESIGNED FOR CONCENTRATED LOADS. EITHER PLACE LOADS AT PANEL POINTS OR FIELD WELD AN ,EXTRA MEMBER FROM POINT LOAD TO NEAREST PANEL POINT ON OPPOSITE CHORD AT NO EXPENSE TO ISP (SEE DETAIL "B") CONSULT STRUCTURAL ENGINEER FOR SIZING OF THESE MEMBERS. 11. DO NOT APPLY ANY LOADS TO JOISTS UNTIL ALL BRIDGING IS COMPLETELY INSTALLED AND THE JOISTS ARE PERMANENTLY FASTENED INTO PLACE. CONTRACTOR SHALL PROVIDE MEANS FOR ADEQUATE DISTRIBUTION OF CONCENTRATED LOADS SO THAT THE CARRYING CAPACITY OF ANY JOIST IS NOT EXCEEDED. 12. ALL HORIZONTAL·BRIDGING SHALL HAVE A STANDARD 3" LAP. 13. ALL BRIDGING TO BE EQUALLY SPACED UNLESS NOTED OTHERWISE. SHORTS PANS 14. H SERIES JOISTS WHERE FIVE ROWS OF BRIDGING ARE REQUIRED IN SPANS OVER 40 FEET, EACH JOIST SHALL BE ADEQUATELY -BRACED LATERALLY BEFORE THE NEXT JOIST IS ERECTED AND BEFORE ANY LOADS ARE APPLIED. HOISTING CABLES SHALL NOT BE RELEASED UNTIL SUPPORT HAS BEEN PROVIDED BY THE CENTER ROW OF DIAGONAL BRIDGING AND THE BRIDGING ~)NE HAS BEEN ANCHORED. TO PREVENT LATERAL MOVEMENT AND WHERE JOISTS ARE BOTTOM BEARING. THEIR ENDS MUST.BE RESTRAINED LATERALLY. K SERIES AND CS SERIES JOIST· WHERE FOUR OR FIVE ROWS OF BRIDGING ARE REQUIRED. EACH JOIST SHALL BE ADEQUATELY 6112 North Mesa Suite 215•El Paso, Texas 79912 • Phone (915) 532-4414•Fax 532-4728 ... :-:1 .. :-., :· t: . i·I !:.I 1·i1 '. ;-::·, '. t.·.:, r:.-:1 !:.I·. 1.-1 ii l:I [:I i:1 :1-f~ /,-· .. I • I '-,., t .. I.: ~-- --1 ~ ~· .. International structural Products CO!]J. BRACED LATERALLY BEFORE-THE NEXT JOIST IS ERECTED AND BEFORE ANY LOADS ARE APPLIED HOISTING CABLES SHALL NOT BE RELEASED UNTIL SUPPORT HAS BEEN ANCHORED TO PREVENT BRIDGING NEAREST THE MID-SPAN OF THE JOIST . AND THE BRIDGING LINE HAS BEEN ANCHORED TO PREVENT LATERAL MOVEMENT WHERE JOIST ARE BOTTOM BEARING, THEI_R ENDS MUST BE RESTRAINED LATERALLY. 15 .. ENDS OF JOISTS RESTING ON STEEL SUPPORTS SHALL BE CONNECTED WITH A MINIMUM OF THE EQUIVALENT OF TWO 1/8 -INCH FILLET WELDS-1 INCH LONG OR 1/2 -INCH BOLT THE STRUCTURAL DRAWINGS ON THE PROJECT SHOULD BE REVIEWED TO DETERMINE WHETHER ANY ADDITIONAL WELD IS REQUIRED DUE TO SPECIAL CONDITIONS (UNLESS NOTED OTHERWISE) .. 16. BRIDGING SHALL BE CONNECTED TO THE JOIST WITH A MINIMUM OF 1/8 INCH FILLET WELD 1/2 INCH LONG OR EQUIVALENT, EXCEPT WHERE BRIDGING IS BOLTED. LONGS PANS 17. HOISTING CABLES SHALL NOT 'BE RELEASED UNTIL ONE LINE OF BOLTED DIAGONAL BRIDGING NEAREST MIDSPAN FOR SPANS OF 40 FT. TO 60 FT. "TWO LINES OF BOLTED DIAGONAL BRIDGING NEAREST THE THIRD POINTS OF THE SPAN FOR SPAN OF OVER 60 FT. TO 100 FT., AND ALL BOLTED DIAGONAL BRIDGING LINES FOR SPANS OVER 100 FT. ARE INSTAL,~ED. AND WHERE JOISTS ARE BOTTOM BEARING, THEIR ENDS HAVE BEEN RESTRAINED LATERALLY. · 18. ENDS OF JOIST RESTRING ON STEEL SUPPORTS SHALL BE CONNECTED WITH A MINIMUM OF THE EQUIVALENT OF TWO 1/4 INCH FILLET WELDS 2 INCHES LONG, OR WITH'TWO 3/4 -INCH BOLTS. THE $TRUCTURAL DRAWINGS ON THE PROJECT SHOULD BE REVIEWER. TO DETERMINE WHETHER ADDITIONAL WELD. IS REQUIRED DUE TO SPECIAL CONDITIONS. . 19. BRIDGING SHALL BE CONNECTED TO··THE JOIST WITH A MINIMUM OF 1/8 INCH FILLET WELD 1 INCH LONG OR EQUIVALENT, EXCEPT WHERE BRIDGING IS BOLTED. JOIST GIRDERS 20. NO LOADS SHALL BE PLACED ON THE JOIST GIRDER UNTIL THE JOIST BEARING ON THE JOIST GIRDER ARE IN PLACE, BRIDGED AND PERMANENTLY FASTENED TO THE JOIST GIRDER. . . . 21. THE STRUTTED ENDS OF THE BOTTOM CHORDS OF JOIST GIRDERS MUST BE RESTRAINED FROM LATERAL MOVEMENT TO BRACE THE GIRDER FROM OVERTURING DURING ERECTION THIS IS USUALLY ACCOMPLISHED WITH A VERTICAL STABILIZER PLATE (MINIMUM SIZE 6X6 X3/4) PLATE BETWEEN THE CHORD ANGLES~ 22. AFTER COLUMNS ARE PLUMB WITH ERECTION BOLTS. FIELD WELD JOIST GIRDERS TO CAP PLATE WITH MINIMUM OF-TWO 1/4" x Z' WELDS. THE STRUCTURAL DRAWINGS ON. THE PROJECT SHOULD BE REVIEWED TO DETERMINE WHETHER ADDITIONAL WELD IS REQUIRED DUE TO SPECIAL CONDITIONS. 23. DO NOT WELD BOTTOM CHORD BRACES FOR JOIST GIRDER TO BOTTOM CHORD OF JOIST GIRDERS UNTIL ALL ROOF LOADS ARE APPLIED. BOTTOM CHORD BRACES SHALL BE CONNECTED WITH A MINiMUM OF 1/8 INCH FILLET WELD 1 INCH LON~ OR EQUIVAlENT. . IMPORTANT NQIE.S.;. A. ONLY ITEMS SHOWN ON BILLS OF MATERIAL TO BE FURNISHED BY ISP. B. ALL SHORT SPAN, LONG SPAN AND JOIST GIRDERS ARE CAMBERED IN ACCORDANCE WITH S.J.I. STANDARDS UNLESS OTHERWISE NOTED. . . C. BOLTS FOR SHORT SPAN AND LONG SPAN TO ISP JOIST GIRDER CONNECTIONS ARE FURNISHED BY ISP. D. BOLTS FOR SHORT SPAN, LONG SPAN & JOIST q1RDERS TO BEAM OR COLUMN CONNECTIONS ARE NOT BY ISP. E. CEILING EXTENSIONS ARE NOT FURNISHED FOR DROP-IN CEILINGS ATTACH HANGERS TO TOP CHORD OF JOIST WHERE NECESSARY. F. BOLTED BROG DETAILS SHOW 3/8 o BOLTS VERiFY ON BROG BILL OF MATERIAL IF LARGER BOLTS ARE REQUIRED. . . . 6112 North Mesa Suite 219•El Paso. Texas 79912 • Phone (915) 532-4414•Fax 532-4728 .... .. BILL OF MATERIAL SSR/SSC/LSJ _;, DATE: l l/t=/'9dBY JOB #: D-~4-0 \'S-\\'261P.0 # JOB NAME: f)A\L'/ \~DUS112.\AL PAINT ~e.-Et OXIDE LIST# OF lECH: SHIP TO: ~i2 LS t=::ill-D-1 CA FOR: MJZ . ,1 ''!I c,E. 12 BY ISP I SEQ COLOR CODE D NBISP OF OWRG 0 TC WIDTH 5 41/11 ~~~~~~ -- ~ k 1 1 1 .~:~ ~z s::;=n=::11 s:::;==j=rv sr==rr11 sr=n==v \ATTI/ ~==n=rz s11==n=r\11=rn=s11~s ZTF? LI II . . D J/rf HOLES OTC 2., o.c 12.H 0/c. -::,-,Aor. -,no ON ALL JOI'=>\ QlY DESCRIPTION MARK BASE ScATS TCXL TCXR BCXL BCXR OAL . ScAT HOLES SLOPE HIGH ~ LENGTH BDL BDR LGTH TY LGTH TY LGTH TY LGTH TY HLEIHREIGA RATE END 15 , LO. J(..5 ... . :::r \ 5\'-4 ~,, 311 3\~-4 I I ; 3 I . .20~5 i/ "12 ::::'.l\1-:>1z 3'' .:>" 334 11 2.. 0\1-Q 1'2 2. I l·'/iil)14 /2.. 30J:-IO ./ . "J.5 5(-H5~ o'' o'' ::)~ L ~\5S I I '/4·.,z... jZ_· / / l ~KlO ./ J.j)( 5t'-4'6 I ~ .3 I I I 511.:_.419 I I 1/qJz ~ / I 30 ~II ./ "J4 Sf'-1'A 13 71 .. , I I 5'1'·-4'~ I I ,1<1 ·-rz t I / 001<-/'2 v' J-41' 50':..11 1ai1l:) 3 1 12 2-Sl1-.?~6 '/4·.,z ~ MARK SSB II + BC AXIAL + TC ADD'l LOAD O TC FROM Bl LE NET AXIAL WIND UNIF CHORD LOAD -BC Cl -LOAD LOAD I DISTANCE I LOAD I DISTANCE I OAn I DISTANCE UPLIFT TC BC FROM TO . JI . I I I I , I 48~L1 ·~ ' • ·.J 2. I I I I I . 5.~ ~ • j:) .. ), I I I I • J3X I I I I I I I I ~ ~--t-·= t:·: r.--·wt f' ..... f:.' ·i.·-= r ·. f. t-r-f . .- t·:.: F~ .. i '!- ; .. r i ' i ~ ._·: f ~. ;·.; . J4 I r I I I I I I co ·1 I . J-12' co 1.3K .,,.,-. \....,eL.£ t 33K ee.E(A· -----........ :_~_, ... _~:·:: .. (···-.. --.... ·1··'a·r\::111·.--.. · 111 .. IAL) _·. _:_-/>: ·\. '! : -·' '.. --· . --~ -··. :~'.:.:i .:c:~:;,.;;., .. .,..~·-,\ : .... __:_, • -·· -. ··-.' .. ·_·-_;;_~.· ... ·.·:. : ', :_ '. ·-_· .. -.. ·: ·._ : ~ j ~. :-:._ l ,. · 1 BILL OF MATERIAL SSR/SSC/LSJ SHEET DATE: { l/43/'1dBY .,,__ ?_ OF .5 JOB #: D --44-~s -\, '2t> IP .o-# Q1Y: 25 PAINT G·l!-~i' ·oxlDE JOB NAME: uA\LY \~b\J.:S112.\A.L TT LIST# OF · llECH: SHIP TO: c.AiZ L'S DAD I CA 0 BY ISP SEQ \ COLOR . CODE FOR: M .. iZ~ Tl IY\_E:>E. 12 0 NBISP DWRG OF 0 TC WIDTH 5 1/'1' ~ 1 I, 1 1 0 (2) 5/16" O HOLES EACH SEAT (2 1/4-4 1/2) 0 3/ff HOLES O TC ___ O.C ~ I \II \II ~I \II \II ~I \II \V \II\ V QTY DESCRIPTION MARK BASE SEATS TCXL TCXR BCXL BCXR OAL . SEAT HOLES SLOPE HIGH LENGTH BDL SOR LGTH lY LGTH lY LGTH lY LGTH lY HLE HRE GA RATE END ·0 ?x'JK-10 I.J, :J-,S 5{ '-10$"e,. ::'.)'' :>'' 3J4•'. 'l 3,j"'J 'L 5 I '-\a58 I '/LI I 'M-5 14 1/4 · 1l ll--- 9 3o~q ,I "3-C:. ~9 L) \5'e, 5'' .3'' 4 °I~ I \59: /4 ~ I l. L, ~ ,. ?0 Ji-4 · ,/,. 3-+ "'49'-,d~) o·· 5'' 33; 2 33/4 z_ 4q '-Kl fl. \ 1"1 \'1~ . 3~ 1/4 ·. )Z L. g_ 3ol~-,o ,/ J 7i--4'lLJ(Pf>. 31\ 3'\ 3"?4 z }?-1 z "'1 '=t 1-\os.i3 \ I '-4 111 311 Y-frl L I 30~10 J9) 'J.C/'-q::>4 ?J ? I 81\ Sf · ·~o'-53-1" tD .. 30 \C-t ,/ ]._9 -4S'-4 ;~Y' 5'' I I I . -45'-~\' · . .. AARK SSB # + BC AXIAL + tc ADD'L LOAD O TC FROM BL LE . NET AXIAL WIND UNlf" CHORD LOAD -BC CL -LOAD LOAD I DISTANCE I LOAD I DISTANCE I I nAA I DISTANCE UPLIFT TC BC FROM TO J5 . I I I I I BfL r/ 5olJK. I I ·,-.(:; I I I I I I .. - J1 I. I I I . I . 5-9 Jl-1 Jl--x JB I I I I I I 3ok. ,I ; '-et-~ e; 3~t<. e fl./! Ji I I r I I I I I I I c0 I I F tr··· ii ~--r._-:.---,~ fi:;~'J I tl' r~ t'·· f~-; fi ff::' :·w-~ . ·-.~ -p; t ":-~ it f ~ ! ·:, f.; f --:~ ! -~· .. · r -: ~ i :~ i:·-~ L--~ : .·. ! ·:.: !:] : .· ,·.-=-:·-.:; ~ ;:t ·-t·:~~ ::..- : :~ ~~ (-1 -. .... :~ ·., :._;; _; .. __ ... ---------. ·-··a-,···'·-' .. . . . .. ·. ' '. . -._.: __ .. :::-[ ...... :-::·: ... , .. , ... , . . . .·. . . };.;\:· . . ' · L~ ~::_:~j :·. ·· .. : .. :~ t~· _ _:_:~. .·: ·.:~:~:: ·:: -~i __ :.__:_ ::: -t).<~;-: . .;.~: :·:· _. !· ··~· .:~-'-.J t ~-.. ~_: • . _ ____ __.: _...: · -~:· ::~r:: _· . ..... ~-:._ .·:("_.,·: 5; -;- -r.:. .. • .. l . I BILL OF MATERIAL SSR/SSC /LSJ SHEET DATE: ~ 3 OF..5 l l/t3/19dBY JOB #: D -L\4-~5-\ \'26 IP.O # Q1Y: -4 PAINT 6g. l;:¥ OXIDE JOB NAME: uA\LY \"-\bUS7"12.\A.L TT UST# OF · l1ECH: SHIP TO: c::..&12 L5 D.A.D I CA 0 BY ISP SEQ \ COLOR CODE FOR: MJ2~ Tl 1'/\E>E. 12 -. 0 NBISP DWRG OF 0 TC WIDTH 5 1/Z' ~ k I 1 1 . 0 {2) 5/16" 0 HOLES EACH SEAT (2 1/4-4 1/2) 0 3/f!' HOLES O TC ___ o.c ~ I \II \II ~I ~I ~I ~I \II \II \I/ S V QlY DESCRIPTION MARK BASE SEATS TCXL TCXR BCXL BCXR · OAL SEAT HOLES SLOPE HIGt, LENGTH BDLIBDR LGTH TY LGTH lY LGTH TY LGTH TY HLEIHREIGA RATE ENO 3 DO I:: .7 / T-\D --4::5 ~ 3 '/z Z)11 I ~Y' .l31 2-.:::\:S'-~ '2. l 14 I 1'5 '-4 j \ "50k-"J J J -\\ ~°)'~(i-4'' .318 -~°!'-d-t I I · 'f.£ . .s~c:.\..\J <\Su @· e E"·, N-:s I .· :· 20tl5 ./' J IZ:_ 3,l'-.4 11 3·1~ .31 '-1 'I I I 1 .. 30K.t0 / J 13 I s1'-11 5e,· .::Jl3 I I I · 51'-f/58 · . I-I I .. I I 2.0~'7 {./ J.14 1--?.1/-3~2-'' I 3 I, 3 1-l I I I I I I 31:"-3.'z · I I I · . I ... -.~ •. -,'(-j W\;2;::. h•-.:Jt-•• .AARK SSB II + BC AXIAL + TC ADD'l LOAD O TC FROM BL LE NET AXIAL wtNO UNIF CHORD LOAD -BC Cl . -LOAD LOAD I DISTANCE I LOAD I DISTANCE I oA.n I DISTANCE UPLIFT TC BC FROM TO J\Q . I I I I I ~BfL.1 · s.,~ ' ·:)II I I I I I J1Z I I I I I I I · IZjt.. -- Jl3 l I I I . I I I I I~? I pa \ I_ e L .t. ~ .30 ~ e fL i; ' J14 I I r I I I I I I I cu 113/LI 1;.,-~. ~.:~ ~[~ ~-:.:; -,~ ~-;g -i~ r~ t""" ; f] f ","l .. ~ :f.r f ': H l '.i t _:~ r-z ! ." . --r :: : t ~-~ 1:S · i-~ ~ . ·:· t:\ ! -~ \} : "f . ., -] -~ .. :t ;;. · ::: ·:; .~ :-~ _; ~;; ., :· . - - ----------,.·-:-····------.. _-::::,:·.-' .. ---·-/'··' ~~-i L:~ .'...i . '.: .. ::_:: ~ .. :. ~ .. ;__~_.-.::.:· -:::.,_.;_ .• :_.//t~:-,~,~~--J_:: ->:.,_,...: :-.., ... _.: .... .. .. : __ ,. ___ _:_, .. · ..... ! . ,, •• :..,·'\.r: ... j · -i ____ .c ,-• --·· \ : : ·:_·: •. ·::-. · ·= <-7; GlRDEHS BILL OF MATERIAL SHEET I OF:) DATE: I I I JOB #: 0-44-i 5~ l)l~ IP,O # (OTY: z PAINT G{Lt::'J'. OXIDE __ _ 5772 North Mesa El PASO, TX. 79912 JOB NAME: D~LL /NOosrf-..11-1L_ UST# ___ OF Phone (800)-452--4772 (915~833-1714 f"o>t (800 452--4-492 915 833-4230 SHIP TO: CAi-L-51'7/\ t:7 , CA· FOR: /.1. 12... ,, MrbtJL ... QlY DESCRIPTION MARK BASE SEATS TCXL LENGTH BDLIBDR LGTH lY ' I 30 G '"' B~31l-C::J I 3qi_(P1 · _ c,, ,, I (::' I • '~ I t<i}I\J ---- I 30 c1 e,,..i 10, ,-~ Gi 5 A µ cL o,· J c;, ,. I '=,·· - I I MARK PANEL LAYOUT . ADDITIONAL CONCENTRATED LOADS Q) A # N R LOAD DIST: I LOAD I DIST. ·" B'-116 2 f.'-o•' 1' //'t. I I ' f '3-f3-'o . 0 / ,~ . " I B'-01, / I . I "--·;·· GS A'-11~ t C.'-o'' 1 '-/11l I -I ·1 31-cf'A I A'-o'' I I I I OFFlCE USE ONLY t=:JC)L _____ +jl_\. __ __ JtEDBE ~ 1/.1.6_.ef --4• GA (TYP) BCX LEGEND ~ HLE/HRE L , 1 i HLE TYPE R f HRE t (SJl:R1-R12) F ~ -~ GIR-13/16X1 1/'l' SLOT STD = NO EXTN 1 = ONE ANG EXTD 2 = BOTH ANG EXTD TCXR BCXL BCXR OAL TOP CHORD HOLES LGTH 1Y LGTH 1Y LGTH 1Y TLE ITRE GA 7'' 2, 1 2 3q,_ q,'1'' I 11g 4 I I . I I I I I I I - NET <J AXIAL LOAD FIXED MOMENT Cl LATERAL MOMENT CT: MIN UPLIFT TC (J)I BC (J) LE I RE LE I RE "r t2) I I I I I I I I I I I I I I I G) ., TT-KIPS Ci) = INCHES -4 Q) = LOAD IN KIPS ,.. rllllll!I 1... ;--~ ;... :: .. ... -... ----.. , .... I •••. -·· . ,_ -····-' ••.•• ' :.. ••• : •• •• ~-c-·· o -!....---,. ·-~! TECH: lYPE s SEAT HOLES ~ HLE HRE GA l.'4 4 s LL REMARKS DEFL .. -:-,,\ ;·.; :. , : I . ; JB: JOB #: .D-.::\-4-95 -\ \'2.6 IP.O # JOB NAME: GA \L 'I -LND\JS7"2. \ AL 5772 North Meso EL PASO, TX. 79912 Phone (800)'452--4772 SHIP TO: c~ i2.L SloAb , CA . r11~8JJ-17H f"ox 800 452--4492 FOR: M.\2.111v\B1=TZ. 915 8JJ-42J0 ~x __ LflIBE -~ HLE/HRE 1L L Ut-../ I I / {,:Y i•-q~, I~- QTY: 1 PAINT 0.ef=._·f OXIDE LIST# I TECH: OF OFFlCE USE ONLY L ,,...,, .. 9/16 r.f Bl nr ,,-.1 ., 1 t . ~ ~ UI < l ""-(SJ. I I HRE 1 ~;;;;} I BCX LEGEND XTN / STD C NOE D NE ANG EXT 1 = 0 ANG tXTO 2 = BOTH PE F R12) 1 HLE TYPE R l HRE f (SJl:R1-R12) §=~~·\ .... GIR-1J/16X1 1/'1' SLOT TYPE s QTY DESCRIPTION MARK BASE SEATS TCXL TCXR BCXL BCXR OAL TOP CHORD HOLES SEAT HOLES : LENGTH BDLIBDR LGTH TY LGTH TY LGTH TY LGTH TY TLE ITRE GA · HLE HRE I GA It I ,. ,, . I I / 2.. l5o6 S 1\l R. 3 ~ q2 ::A'-H b" I E," 4· 2..I 4 · 'L 59'.._ \ \ . \ '5 I ' lo_ I -411 .,, ~fl I ~I 4 i" I 2063NR/!J'(. 93 11 1-13 6 £" I ~" -4 '' 2. 4" '2. 17 '-7.?,e _ 1 1/5 I I -4 4'' <(r rs V \ 20ti:>NB;~~ Ei-4 · tb1 .:. I 3 /J 6'' I c/ · -4 ff f}_ ·=t Q. 2.C:,'-13g \ \~1 I 4-'' -4" -z 12''1 -s / I I . I I 1-I -· · MARK PANEL LAYOUT -ADDITIONAL CONCENTRATED LOADS Q) NET o AXIAL LOAD FIXED MOMENT <T. LATERAL MOMENT m MIN LL REMARKS A I H I N I R· LOAD .QIST. I l:-CYAD I DIST. UPLIFT TC@ BC@ LE I RE LE I RE "i (7) DFFI I I I .• I I I I I J : : CiL 7 1-ll'Z. I 1, IR 1-u·· IT-11'12 I I l.5Jl 7.U. I I G is 1 1-Jl'z 1--1 -lt1'-l7e, I I I I '·- 64 11'-··rs I t 18'-o''I f3'-'3'i. -1 I Oo (1\7 I' I ' \ I · I I I I .I I CD = Fl-KIPS (i) = INCHES .( Q) = LOAD IN KIPS ---- [~ i'~ i·~ ;;~ t! ___ , ~ ~~-~-' ~ ... '-----·-.,___....! ----..... " I ' . ' :...:... ;~---~ --,1111 ·~ •• a...:__:J . ~:.J ...I ..... : ,' ' , · 1 . I I •• 5772 North Mesa El PASO, TX. 79912 Phone (B00)-'52-'4772 (915~833-171'4 fox (BOO 452-4492 915 833-42.30 GIRDERS BILL OF MATERIAL I 5H3ETOF z DATE: I I / IY'C\.::IBY jJOB #: .D---4-4-95-\12b jP.O # IOTY: -=¼- JOB NAME: Gb \L 'I -LNbUS1\2.. \ -6.L PAINTG,'2.A°'X OXIDE __ _ LIST# ___ OF __ TECH: I SHIP TO: C.c::.. i2.L SB.Ab , CA. I OFFICE USE ONLY FOR: M,Q.\l\'v\Bt:::l2. - {=::::..,"" t -~ -,· " (m>) IE /TRE t I ---- -t HLE/HRE ~ ' -'7 1 TY STD = NO EXTN [ ~R~ -(SJI:R1-R12) 2 = BOll-1 ANG EXTO l ~ HLE p E R 1 = ONE ANG EXTD TYPE • [ = GIR-13/16X1 1/"t' SLOT s Q1Y DESCRIPTION MARK BASE SEATS TCXL TCXR BCXL BCXR OAL TOP CHORD HOLES SEAT HOLES LENGTH BDLIBDR LGTH 1Y LGTH 1Y LGTH 1Y LGTH 1Y TLE ·ITRE GA HLE HRE I GA ,/Q_ 3D EJ~N /0.1 K.~ fib 39'-I 1 · l. I & 4" 2.. 4'' 1. "B°I '-\ \ ~ t?) I \ 'a.. I 4" .cl,, 4 II 15 / I 2062"1/0~/~, 01~ n'-9 :,.:t r, I G, '9 I I 2-I =i'' '2_ \ -:}!_ 0 P~ \ 'ed I 4" rz.12''1 s'' / ' I 20631'1 q.5 t EJ5 ICJ'-C(3,; i 1'7 1'' 'L. 4'' '2 11~q34'' I \ 19) I ?... 12'' -4~ I 5'' ' f ~oEiS "-I q. 5 t f-i~ 0°)1-H b I G -4'' . ?. 4" 2 3q'-\I \ 'e, I \ 'e, I Go .::(" I 4'' I S'1 I 2fJGl.N tJ.5~ G-710 11 1-Cf 1 1 &It -4 ·i 7 Z 17'-C,3<\ I 'B I 14 -4 12 1i IS' -· : MARK PANEL 'LAYOUT ADDITIONAL CONCENTRATED LOADS Q) NET C3 AXIAL LOAD FIXED MOMENT ff LATERAL MOMENT ffi MIN LL A I /:I I N I R LOAD DIST. I LOAD I DIST. UPLIFT TC <J> BC <J> LE I RE LE I RE "[" ('J) [)FFI REMARKS 6C.. l!..H 17 I o l·8 1~0'1l1~I~~ I I 2.-5~ 1-l'f. . I I .f-,4 l L fl 11 I I l9'-·t)~ I I I I .,...-4-0 8 131-.Jo'4'' I I I A 1-(Jll~H 1z. . / I I I I - G,°? l ~H ~I 3 I B'-011 I -:/~H !z. I I -: C 0 (0 I I ' I .. ,. &i 1 o 1 '-u 't-1 · I l'1Lto+ I I _ Co (D I I .i !°-i~-KI\~-, ~: ~ ~,: --t°~·PS ('. 1--~ . ,.:~ . ... ._... . -. . ... JIii,~ ,..... ·::. ,.,,... :·:"' ,, • ..... 1:......t-.:-----.. ·~--•• ·--------·····" -----------____ !.... ..__.., __ . .-.!·-~--~-:::._,_., _. -~:. ~-------i..·-~---· __ ..:..,~ L.:-::.~ :_ __ ,: __ J • ._'..:., _ ___:_: : A ·- :\ -.4 C/-_~ ., ,. ,. ,. I \-. • .. ·,·:· . .' . i ' "i ETAL CROSS BRIDGING 2-tOd x 1 1/2• EA. ENO Of BRIDGING SSt JOIST, TYP. PL YWOOO EDGE BLOC'KlNO W/ FAST[NER £A.Qi END. SEE NOTE 1 & 2 WALL,, B~, OR SSI JOIST SSI JOIST, ~~ ! SPACING . I I J- PER LAYOU~-,--,----.i,--~,~~· --+' 00D SPACE l ' d-0.C . SPAONO . PER LAYOUT METAL CROSS BRIDGING ATTENTION· 2 N.T.S. ~ 1. Z-CUPS SHOP AlTACHm EACH £ND 8£1WE£N SSI JOISTS AT ON-cENTER $PACES 2. ONE (1) Z-CUP SHOP AlTACHED AND ONE (1) Z-CUP TO BE AELD ATTACHED BETWEEN 5$1 JOISTS AT ODD SPACES. FIEW · ATTACH Z-CUP NTEf) CUTnHG PLYWOOD EDGE BLOCKING TO LENGTll. . PLYWOOD EDGE BLOCKING . NO ONE SHOUtD BE ALLOWED ON ANY SSl JOIST UNTIL ALL HANGERS. BLOCKING, CROSSBRIDGING, IF REQ'D, AND TEMPORARY BRACING ARE IN PLACE AND NAILED SECURELY. SERIOUS ACCIDENTS MAY OCCUR UNLESS CARE IS TAKEN :Ji~~Li~A~ ~u:gru~s~clitaN~_is DETAIL N.T,S. "-... , -·· .STACK BUILDING MATrRIALS OvER WALLS OR BEAMS ONLY • 3 4 BRACED WAU. AT END Of BAY. BLOCKING OR X-8RACING TERALLY STABILIZE £NOS OF' CAHill.EVERED SS1 JOISTS WllH BLOCKING, BRACING, OR RIM. ERECTION BRACING NO'IE: .DST$ ANO BLOCKING AND/OR BRACING MUST BE FULLY NAILED. DO NOT CUT TOP AND BOTTOM CHORDS FOR SIMPLE SPANS AND UNiFORM LOAOS, 1H£ FOLLOWING FORMULA MAY BE USED TO DETERMINE HOLE SPACING REQUIREMENTS: SSt JOIST SUPPORT WE CHALK LINE TTOM CH:IRD TOP CHORD i • • I i t or SSI JOIST~ L~ X= (l or SS1 JOIST'""-. i SUPPORT ~,_'.1----"X_· _ _, ! I ZH .lllW!la. X • DISTANCE. IN FEET, FRON CENTERLINE OF SUPPORT TO CENTERUNE or HOLE. L • JOIST SPAN, IN FEET, C£NT£RUNE , OF SUPPORT TO CENTERLINE OF SUPPORT. ¢ ;. HOLE DIAMETER, IN INCHES. H • WEB DEPTH, IN INCHES. • l,/2 ' JmU;. GENERAL -00 NOT CUT TH£ WEB WITHIN D/2 OF THE SUPPORT CENTERLINE. Oll-lERWISE A 2-INCH HOLE CNS BE M IN THE WEB ANYWHERE. Tl-IE TOP AHO BOTTOM CHORDS ARE N£VER TO er CrJT. SQUARE HOL£S -THE S10ES OF SQUARE H0L£S SHAU. NOT EXCEED THREE FOURTHS THE MAXIMUM ROUND HOLE DIAMETER. · MULTIPLE HOLES -WHERE MORE THAN ONE HOLE IS NEClSSARY, THE otSTANCE BETWEEN HOLES MUST EXCEED TWICE lHE DIMIETER Of THE ~ ROUND HOlE OR TWICE THE SIO£ OF 'THE l..AAGEST SQUARE HOL£. N,T.S. FOR SIMPLE SPANS ANO UNIFORM LOADS. ·A CHALK UNE ~ BE USED TO SHOW AUOWABLE HOLE SIZES PERMITTED AT A GIVEN LOCATION M.ONC THE SPAN. DO NOT INCREASE HOlE DIAMETER BEYOND TAHC£NT POINTS OF CHALK UN£ .A.ND CHORDS, THESE HOLES MAY BE PLACED ANYWHERE IN TliE CNffll.EVER, AND -F'OR UNIFORMLY Lo.t.DED COHTINUOUS JOISTS AHO UNIFORMLY VERTICAL DIRECTION 8£TWEEN THE TOP AND BOTTOM CHORDS. CONTINUOUS LOAD£D CNml.E\'D!:ED JotSTS, 'THE HOLES MUST BE LOCAID> If J0JSTS ME. CANTILEVERED OR IF CONCENTR.t.TED LOADS ARE EXPECTED, CONTACT YOUR SALES REPR£SENTATI\IE FOR CORRECT HOtE LOCATIONS, REMEMBER THAT HOLES, AND ESPECIALLY LARGE ANO l.fllLTIPLE HOL£S, TENO TO INCREASE DEFL£CTION. HOLE DETAIL SPANS ON£ INCH f\JRTI-IER FROM THE SUPPORT FOR EACH F'OOT OF JOtST IN ADDrTIOH TO lliE VALUE DETERMINED IN THE FORMULA SHOWN AT LEFT. SPECIAL -EXCEPTIONS WIU REQUIRE THAT >ODrTIONAL SUBSTNlTlATING DATA BE FURNISHED TD 7HE L0C,tJ,. BUI.DING DEPARTMENT. . _ SEE NOTE 3 \IIEB SllfFENER, SEE NOTE 1, 5. & 8 CHORD SSI JOIST '{[ .. ,. .. S NOTE2~ SEE NOTE 3 & .N.T.S. S£E WEB STIFFENER NAIUNG CHART FOR NAIL REQUIREMENTS + WEB STIFFENERS, ... TIGHT hT I I BOTTOM CHORD r MJN. BEARING LENGTH e ENO SUPPORTS, UON. SEE NOTE 9 WEB STIFFENER NAILING CHART SSI 3/8 INQ-1 T /2 INQf PL YM>OO 0/1 INCH PL\'\OtJ00 0/8" JOIST PLYWOOD WEB OR J/11 JNCH ~ OR 1/2 IN~ 0S8 DEPTH WEB OS8 WEB 0S8 WEB WEB ~ .. NA NA NA 4-10d 18 NA 3-10d 4-10d 5-10d 18 2-10d 4-t0d 5-10d 7-tOd 20 3-10d 5-10d 7.:..10d 9-10d 22 -4--10d 7-.10d 8-10d 10-10d 24 5-10d S-10d 9-10d 12-TOd 28 6-10d t-10d 11-TOd H-TOd 28 ,.. 9-10d PLYWD ONLY 11-tOtt -14-10d JO NA 9-10d PLYWD ONLY 11-10d l4-10d NOTE: SEE NOTES 8 &: 7 ,v,,o ss, JOtST NOTE NO. 2 ON THIS SHEU SEE NOTE 1. 5, & NOT§· 1. STANDARD GRADE OR BETTER, 2X3 MINIMUM WEB STIFFENERS WILL BE SUPPLIED. PLYWOOD MAY BE REQUIREO f'OA SPECIAL CONDffiONS. 2. lHIS DIMENSION WILL BE 4• MAXIMUM AND SSI JOISTS MAY-BE INVERTED WHEN WEB STIFFENERS ARE SHOP ATTACHED, FOR SHIPPING PURPOSES. nJRN SSI JOISTS RIGHT SID£ UP FOR INSTALLATION PURPOSCS. J. USE 10d COMMON NNLS. SEE STRUCTURAL. DRAWINGS FOR mHER NAU.ING REQUIREMOOS. 4. CUNCH NAILS AT 3,C NOMINAL CHORDS, OR USE 10d X 2 1/~. S. TO PREVENT DNU.GE -TO SSI JOISTS, 00 NOT NAIL AGAINST WEB WITHOUT PROPER BACKING. G. WEB STIFF[NERS . NOT REQUIRED FOR SSI JOISTS 14• IN DEPTI-1 AND LESS. UON, PROVIDED THAT THE TOP AND BOTTOM CHORDS ARE ARE RESTRNNEO AT BEARING. 1. FOR ss1 JOISTS , e 1N DEP'tH AHO LESS THAT 00 RECIAAE wm STIFF£.HERS, USE NAILING REQUJRMENTS M SHOWN FOR 1 ft' DEEP JOISTS, UNO. ' 8. VEftfFY WITH ACKNOWLEDGEMENf IF STANOARD STRUCTURES. INC •. WILL BE SUPPYING WES flLLER/STIFFENERS AT CONCENTRATED I.DADS ABOVE. STRAPS, TIES, ETC. . 9. PWMB CIJJ' SSI JOISTS IN AEU> If' OFFSET DIM£NSION IS GRfATER THAN 1/-.t, UNO. .5 WEB STIFFENER ATTACHMENT !i.T.S. 6 8 1/8• MIN. GAP L YWOOO ~NT 0'411 ONE ~ST (lff:RE OCCURS) ~GHT AT ASSEMBI I S£0UENct· STEP 1 -NAIL BLOCKS •A• TO F'AC£ OF WEB ON JOIST •y-ONLY. BAO< WEB DURING NAILING TO PREVENT DAMAGE: .TO 11£8-C!iORO CONNECTION. S1EP 2 -NAIL BLoa< -a• TO BlOQC •A•, STEP J -NAIL TMRU \\£B Of JOIST -z• TO Bt()()(S •A• ANO •e•. REPEAT STEPS 1 THRU 3 If' MORE THAN TWO .JOISTS ARE TO BE .oNEO. .!:!Q!I;_ \\£8 BOTTOM. a-lORD .l-t2d COMMON NAILS. a.JNCHED If' NECESSAA:Y, AT EACf,l·COHNECllON , 1, WEB STIFFENERS FOR MULTI JotST ASSEMBLY WILL SE SUPPUED fff Sf»IDARD STRUCTURES. JNC., UNO. MUL Tl-JOIST ASSEMBLY N.T.S. SEE NOTE 5 l LENClH, SEE NOTE O 1 ....--_J 7_ 1/B• Ml~. GAP TIGHT AT S££ NOTE 3 • 4 / BLOCKING PANEL. SEE NOT[ 1 Ir 2 7 SIMILAR' AT ., MULTI-JOIST SIMILAA AT MULTIPLE JOlSTS TIGHT FIT .-.,~ :ce WEB F1WR . BY 01HERS, SfE NOTE 1· . . 112··1,ffN. HEADER SSI JaST, SEE NOTE ,t. GAP . . HANGER, SEE ~· ~ . . ·. '·-HEAOEfl." SSI J(J(ST OR SCUD SA'MII, SU u:;~.rr ~ 1. PlACE 2X W£B flU.ER, D.F'. STANDARD GRADE OR 8ETTEA, AT CONCamfATm LOJDS. TO PR£VOII' DAMAGE. TO SS1 JOIST, DO NOT 1W1.. AQNNST WEB WITHOUT PROPER BACKING. 2. SEE BU. OF MATERIAlS AND OR LAYOUT FOR HANGER TYPE. NAUNC REQUIR£MEN'TS. MID If WEB: STIFFENERS """ R£QIIREI). J. USE 10d ~ W>iEN POSSIBLE WHEN 11.WNC INTO TOP CHOROS, If LMGER DWilET£R NAILS ARE REQUIRED. - PRE-ORILLINO OF HOLES MAY SE NECESSARY TO PREVENT' TOP CHORD FROM SPUTTlHG. THIS NOTE OOES NOT N'Pl.V TO SSI JQSTS WITH R-CHORD. 4, SEE DETM. e THIS SHEET FOR . MULTI JOIST MSEWBLY, , WHERE OCCURS. HEAD-OUT DETAIL ~ 1. 4-S10£6. 8LOCKING pN'l£1,S·WIU. BE PRO'v'10ED BETVIUN SSI JOIST$, AT ON CEN'TER· ~ACING, UNO, 2. J SIDED Bl.OCKING: PANELS wtU. BE PROVIDED BETWEEH SSI J!)ISTS AT ODO. $PACES. UNO. · J. WHERE F1ElO ASSEMBLY ts REQUIRED, ATTACH BLOCKING PANP. ENOS wml .l-10d NAILS MINIMUM, CLINCHED. S£E STRUCTURAL ORA.WINGS FOR OTHER NAIUNC REQUIREMENTS. CUT BLOCKfNG PNIEL TO l.£NG1ll IN FIO.O BEFORE ATI'ACHING BI.OCKIHG PA.Na END. 4. TO PREVENT· DAMAGE TO SSI SLOCKfNG PANEL. DO NOT NAIL AGAINST WEB \W1},k)IJT PROPER EWiKING. ~. ATTACH . Bt.OaaNC PIIHa.S TO $$1 JOISTS WITH o\.-l Od MINIMUM, TOE twl.-_ SEE STRUCTtJAAL ORAWlNCS fOR OTHER NAILJNG. REQUIREMENTS. 8. STANDARO STRUCTURES, JNC. RECOMMENDS A 1/16-tNCH MINIMUM TOTAL Cl£ARANCE BETWEEN SSI JOISTS. CHORDS. N.T.S. 3 & 4 SIDED BLOCKING PANEL (USED-AT NON-stNffNO, UNO; I.E. WIDSPAN, _smAPS Ir: 11£:S. ETC.) 1 LENOTH, SEE NOTE :Z. r F~~~:rED I.DAD AB/Nf. FROM BEARING WALi. MECHANfCU. CURS, ETC. N.T.S. BEARING WAU A80\IE 0'411 BEARING WALL BEtOW, 'M-IERE OCCURS SEE NOTE 1 BLOCl<lllC P ANEI. WEB SlfFFENER EACH SID[ Of v.£8. • SEE [TI. \IE.B STIFFENER OITAIL L::.J 9 2 SIDED BLOCKING PANEL 2 x EA. SIDE. S£E NOTE 1 a, 8 ------• ;1/1" MIN ------+ CAP ------. ------. 4-1t!d EA SIDE, 8 TOTAL PER CONNECTION, SEE NOTE 4 [Al 1X MIN., SEE NOTE 1 & 8 P-425 POUNDS MAX •• SEE NOTE 2 & J [5] JOIST I" HANGER ROD, SEE NOTE 1 •4-75 POUNDS MAX. SEE NOTE 2 6: 3 SEE NOTE !5 3-16d EACH 'SID£. SEE NOTE 4 BOTI'OM CHOR SEE NOTE 5 11CHT F1T ,,,.. MIN. ... .!ll!Ill.. 1. ATI"ACH SSI Bl.OCKINO PANCLS TO SSI JOIST1 wmt 4-10d HAILS lil!NIWUM, TOE NAIL SU · STRUCTURAL DRAWINGS ~ OTHER REOOlftl:N(HT$, SS ·JOIST 1/8" .... GAP TIGHT nT B~INO W,U. Oft BEAM 2. STA.HOARD STRUCTURES, NC. RECOMMENDS A 1/15" MINIMUM TOTAL a.tAIIANCE BETWE£1! SSt . JOIST CHORDS. 3. BLOCt<INO P~El.S NOT sttOWN FOR Cl.NUTY. WEB STIFFENER LOCATION (USED AT BEARING. CONDITIONS. UNO) 1• MAXIMUM· 2 X EA. SIDE, 3-16d EA SIDE. SEE NOTE 1 Ir 8 8 TOTAL PER CONNECTION, SE£ NOTE ,t. P-3150 -POUNDS MAX., SEE NOTE 2 A-J 00 SEE NOTE 5 ,- SSI JOIST , /2" l \ COACH SCl<EW . 71 · 3/5"• """· COACH SCREW, StE NOTE 1 & 7 P• .leO POUNDS MAX., SEE NOlE 2 SEE NOTE 8. ' I • I 3/&'f MAX. COACH SCREW, SEE NOTE 1 & 7 S£E NOTE 3 N.T.S, , FLANGE Cl.AMP, SEE NOTE 1 P•JSO POUNOS - MAX., SEE NOTE 2 [cl SEE NOTE 5 NOJlS· 1. 2X O.F.· STANDARD ~RADE OR BETTER WEB FILLER 'AND HARDWNtf BY ~ERS, 2. LOADS SHOWN ARE FOR CONNECTION CAPACITY ONLY. SS1 JOIST t:J.PN:SFY MUST BE. VERIFlEO FOR CONCENTRATED LOADS. .. J. CAPACITY OF CONNECTION TO SSI JOIST W.Y BE INCREASED WITH ADOmONAL NAILS OR BOLTS. VERIFY CAPA.CllY OF' HARDWARE USED, 4. NAILS USEO ME'TO 8E COMMON WIRE 'TYPE. NAILS MAY HAVE TO BE STAGGERED AND OR HOLES PA£DRILLEO TO PREVENT WEB Flll£R FROM SPUTTlNC. 5. CONNECTION 1/il lHRU (ID MAY BE USED ANYWHERE WITHIN THE JOIST SPAft , . ,. - a. CONNECTION lfJ TO _BE LOCATED IN OUTER_ 1 /3 or SPAN. 7. COACH SCREW TO BE INSTAUEO INTO PREDRILLED HOl£. 1 1/tf' MINIMUM PENETRATION REQUIRED. 8. TO PREVENT D>*G£ TO 551 JOJST, 00 NOT-NAIL AGAINST WEB WITHOUT PROPER BACKING. . . 10 FIRE· SPRINKLER ATTACHMENT N.T.S. 'r." SSI JOIST NOTES: ICBO PFC·4325 · L.A. CITY RR;f 24706 . . . 1. fflE SSI JOIST IS.,. W000 I-JOIST WITH W000 atORDS. AND A SNCl.f Q t:E VAR'l'tNG THCKNESS, DEPENDING ON REQUIRED DESIGN. THE WEBS ME GWED ANO !NSTAU.£D BETWEEN lHE TWO CHORDS. WEB BUTT JOINTS ARE GLUED TO FORM A CONTINUOUS \tiEB -MEMBER. CONNECTION IS MAO£ BETWEEN TiiE WEB ANO Q-IORD BY mSERTING 1HE WEB INTO SPEQALLY PREPARED GROOVES IN THE Q,IOROS \\Hai ARE LOCATED IN ONE F'ACE Of' THE CHORD. , lHE PROfll.E OR SHAPE Of' SS1 JOIST MAY Bt CONSTANT OR SINGt.£ lAPERED. 2. INTERMEDIA1E l'IEB FIUERS ARE NOT REQUIRED EXCEPT AT LOCATIONS VHERE JOISTS AR£ SUPPORTING CONCENTRATED LOADS; 1't8 STIITTNERS AT Bl:ARING SUPPORT POINTS ARE NOT REQIIRED f"OR SSI JOISTS UP lHRU 26-tNQi D[EP, \lliEN DESIGN SHEAR DOES NOT EXCEED 1600 -POUNDS. OTHER'MSE. YO STIFFENERS ARE REQUIRED AT AU. BEARING SUPPORlS FOR JOIST DEPTHS 16 IH01£S AND DEEPER. SEE DETAIL 5 ON .lHIS SHEET. 3. THE COMPRESSION CHORD MUST B£ CONllNUOUstY LATERAU.Y SUPPanm. ·1HE ENOS Of THE JOISTS MUST BE RESlRAINED TO PREVENT ROU. 0\/ER. lKlS I~ PRO\IIOED BY OIAPHRAGM SHEA1HJNC ATIACHEO TO lHE TOP CHORD AND TO AN END WAU. OR SHEAR TR/.NSFER PANELS CAPA8l£ Of TRANSFERRING A MINIMUM FORCE OF 50 ptf. Bl.OQ(INC OR CROSS BRIDG&NO 'NlH EQUIVALENT SlRfNGTH MAY BE US[l). 4-. TI-iE GLUE BOND B£lVlfiH 1H£ QiORDS AND lHE 'hEB IS CRITICAL TO THE PERFORMANCE OF lHE SSI JCIST. DO NOT POUND OUlWARD ON THE CHORDS • ONE HOUR FIRE-RESISTIVE FLOOR..:. CEILING OR ROOF -CEILING ASSEMBLIES COHSlRUCTION DETAR.S ARE NOTED AND DESCRIBED BELOW: PLYWOOD OR N'A RATED SfRUCTURAL USE PNES (EXPOSURE _ 1) AS REQU1R£D . ' ·. 0· 0 ,---. © WEB 80TTOII CHORD . SSI JOIST. ·.EXAMPLE: 20" SSI 324 ~>-'--'"--. ··. ··~r J}------......l •-}-<--,---,------' '_ .. -,;-' rap:· -,CHOftO:' _ .. - ,. 0' ·,@· WEB 0 SSI JOIST .. · ~· REINFORCED EXAMPLE: 28" SSI 435 R -~ ·1 ~--''~-~-·: REIHf'ORCEMENT R~--~ .. BY THE CODE. ss,: JOISlS, SPACED 2.4 INCHES ON CEHT[R, MAXIMUM. BASE LAYER OF 5/S-INCH TYPE X CYPSUV WAU.B0AR0 N>PUED AT RIGHT ANGl.£S TO SSJ JOISTS WITH 1 1 /4-lNCH T'rPE S OR'T'WAU. SCREWS 24 INOiES ON CEHfElt , FN:£. LA'rER OF ' :i/8-INCH TYPE X GYPSUM WALi.BOARD 0A TYPE X VENEER BASE APPIJED AT RIOl-fT ~GLES TO SSI J0tSTS THROUGH THE BASE LA"1'ER WITH 1 7 /B-JNai lYPE S ORYWNJ. SCREWS 12 INCHES ON CENTER AT JOINTS AND INTERMEDIATE JOISTS. FACE LAYER , 0 DEP11-i, our ro our. g 1/~ MINIMW.i THRU Yr w.xiuUM; EXCEPT TAPER SS1 JOISTS. . . . ' .1 JOINTS ARE OFFSET 24 INCHES FROM BASE LAYER JOINlS; 1 f /%-INCH TYPE G DRYWALL · SCREWS ARE Pl.ACED 2 INCHES BA.CK ON El1liER SIDE OF F'ACE. LAYER £ND JOINTS. ALTERNATE FASTENERS HAVING THE SAME SPN::lNG M lHE SCREWS, MAY BE 1 7 /8-INCH Sd COOLER. BOX OR WALLBONtO f'WLS FOR THE e.t8E LAYER AND 2 .l/S-IHCtf 8d coolfR, 80X OR WN.l.90ARD NNLS FOR THE F'ACE LAYER. TYPE G ORYWAll SCREWS. 1 1/2-tNCH LONG ME. S1lU. . © 'WIDTH OF CHORD: .. 2 • 1 1ft 3 • 2 1/,t- • •, ,;r . R£OUIRED AT THE ENO JOINTS OF THE FNX LAYER. . -" SSI JOCSTS MAY BE SPACED A MAXIWIJM Of' 48 INCHES ON. CENTER IF' NOWINH. 'TWO rrt · STRIPPIHC OR RESIUENT CHANNELS ARE ATTACHED .24 INCHES ON CENTER AT RIGHT N'GL.£5 TO TH£ SSI JOISTS ANO 1HE TWO LAYERS Of GYPSUM WAUBOARD ARE APPLIED PERPENDICULAR TO THE STRIPPING OR CHANNELS. lHE TWO LAYERS OF GYPSUM 0 THI~ OF CHORD: .2 -r,;r< · · . 3 • 2 ,;e • -'S' .· . WALl.90AAD MUST BE SCREW ATTACHED M, DESCRIBED ABOVE. THE SrRIPPINC-OR RESRJEHr C1-WD4R MUST BE DESIGNED TO CARRY THE DOUBLE LAYER GYPSUM WAU.BOARD I.Oil). . © THICKNESS OF WEB IF" PLY#OOO: ,·3:-• J/5" . • -4/5" -1/-.t . SSI JOIS'T'S MAY BE USED IN ASSEMBLIES l.mUZINO TRUSSES DESCRIBED IN . -5/5" .. ICSO EVALUATION SERVICE, INC., REPORTS NOS. 13~2 MD 1832 ©. THICKNESS OF WED IF OSB: . -J/5"' . -1/-.t 8 -s/5" PROFILES J.S REFERENC£0 OH BRl. OF MATERIALS J ASSOl8LY F-1 (D PLYWOOO OR APA STRUcnJRAL PNIEL @ss, JOIST @1WO LAYERS 5/8-INCH lYP£ X GYPSUM WALl.80ARD JOBSITE HANDLING OF SSI JOISTS IT IS M CUSTOMER'S RESPONSIBJUTY TO UNLOAD THE SSI JOlSTS FROM THE TRUCK AND FOR ALL HANOLING lHEREAF'TER: lHE SSI 'JOIST GUARANlEE OHL Y APPLIES SO LONG AS TI-IE PRODUCT IS NOT DAMAGED OR Allt:Rm IN ANY WAY ANO IS INSTALL£0 IN A V()RKMANUt(E MJ+.Nf,,ER AND ACCORDING TO SSI INSTALLATION , NF ORM A TION. SSI JOISTS WLL BE OEU'vt:RED TO THE JOBSITE IN BU NOLES SANDED TOG£1HER F'OR HANOUNG. TO A\1010 DAMAGE, lH£Y SHOULD BE KEPT IN 1HESE BUNDLES UN11l TMEY ARE READY TO BE INSTALUD tN lHt SlRUClURE, NEVER HANm.£ SS1 JOISTS Fl.AT, KEEP IN AN UPRIGHT Ff0Slll0N. . STORAGE OF SSI. JOISTS \IIHIL£ BEINC STORED AT 'THE JOBSITE. KEEP SSI JOISTS IN AN UPRWHT-POSITION. lHE BUNDI.ES SHOUlD BE SUPPORTED ON L£\fl, STICKERS TO KEEP TH£ SSI JOISTS OUT Of THE MUD >.HD DIRT. STACKING OF' BUNDLES IS PERMITTED lf AN ADEQUAlE NUMSER OF STICKERS IS PRO\roED TO PRDtNT DAMACE ANO NORMAL SAFETY PRECAUTIONS ARE Fot.LOWED. ALL GLUE USED IN SSI JOISTS IS WAlU!PROOF:-HO~ LONG EXPOSURE TO WAnR ANO SUN ~ CAUSE SOME DETERltffAilON ANO OiEQONQ OF WOOD. SSI JOISTS ·SHOULD RECEIVE lliE SAME PROTECTION FROM ~ lHER Ql\t:N 01HER W000 PRODUCTS. GENERAL NOTES: 1· I Au. CLOUDED NOTES, DIMENSIONs. ETC. RrcuiRE =AciATI-.. )l(No EXCEPTION TAKEN ,. AND MUST BE MARKED EITHER 'DI<" OR lHE CORRECT ~ REJECTED . 0 MAKE COARECTIO 0 REVISE AND RESU INfllRMATION PRO\OOED. 0 SUBMIT SPECIFIED ITEM l!NC1H "A" ,, C" OTEO. 2. PLEASE BE AWARE THAT ANY a.DUDED ITEMS NOT ACl<N""',EO'l~G IS ONLY FOR GENERAL CONFORMANCE WITH RECUIRE m.£1>-E CALLS TO RESPON5'BL£ PAR~.tD WAY CONCEPt OF THE PROJECT ANO GENERAL COMPLIANC CAUSE A OEI.AY IN 1HE MANUFACTURE or YOUR llffORMATION GIVEN IN THE CONTRACT DOCUMENTS. N ACTIOU LEASE VERIN 11i T ALL INFORM TION PRDW>ED HEREW11H SHOWN JS SUBJECT TO THE. REQUIREME!HS OF THE PLANS A D SPEC- 3· :ER£CTS lHE LA~ AVAILABL£\ROJEcT INFORMATION ANO ,1cATIONS. CONTAACTOA IS FiESPONS!aLE fOR O\MENSI t-J WHICK ~ THAT ALL SS1 ~STS LENGTHS CORRESPOND IOITH ACTUAL '1ElDIHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE l'ELL AS, DlMENSIONS. iAaRiCATION PROCESS!cS, TECIINICUES OF CONSTl1UCTION, C IHATIOli . OF HIS WORK WITH THAT OF ALL OTHER TRADES ANO TH TISFAC• 4. SS1 OETAILS SHOW MINIMUM NAILING ALLOYoED. REFER TO PllOE!ll)Ry PERFOIIMANCE Of HIS O . . . PLANS FOR MORE STRINGENT NAILING REQUIREMENTS. . /,(I O, IN PREPARATION Of THESE SHOP DRAlMNGS, STANOARO STIIIJC.,A•,;,)ll~~~filli~ifu: !II. 'W~~R!r----:--=.~-.:+f::0::li._'::.::r.=e: OR SPEaFICATIONS OR OlHER INFORMATION PREPARED'BY REP~VES· OF OYIN£R AND CANNOT BE RESPONSIBLE IF THE INFORMATION F\IRNISHED TO STA.HOMO S'TR,JCTVRES, lfiC. lS ERRONEOUS. BUYER OR HIS ·AGENT, SHALL APPROVE THESE SHOP DRAWINC FOR l)IWDISIOOS, QUANllllES, SPECIACAllONS ANO DETAILS, ANO IN-THE EVENT -Of' ANY VARIANCE OR CONFUCT BtnEtH ntf.SE SHOP DRA._.GS AHD-fr'HE PLANS AND/OR SPECIFICATIONS. ntESE APPR0\£0 SHOP ORAMNGS SHAU ~ ANO SUPDl:ctDE .lNFORMA110N CONTAINED IN THE PLANS AND S1'ECIF1CATIONS. • ,. 1· I I ., r ··=11··~·-·· -------' ~, B-" "T., y Cl '...J -::::> CD 0 -I- (/) >-: ~. 0:: w s CD C!) z -a.· 0 ...J w G'.i Cl JOIST COVER SHEET ::::=======~;::===============.::::==============~-, ,-----~--,-----,-----i SSI CONTACTS (707)544-2982 D CONTACT OUR CUSTOMER SERVICE DEPARTMENT FOR: . -DAMAGED JOISlS -AELD MODIFICATIONS -IMPROPER nr -DEU~ D CONTACT OUR lECHNlcAL SERVICES _OEPARlMENT FOR: , -QUESTIONS ABOUT THESE. ORA'MNGS OR SSf JOIST CAL.CUI.A TIONS. STAIID,U!D STRUCTURES '1306Granada~ San Djego, CA. 91102 (619)239-4342 . ' . . LEGEND / ABBREVIATIONS. . .. ,_ -_ ', SEE PROJECT PLANS FOR tmt£R ABBREVIATIONS ANO SYMBOlS _ USED. · D 0 SSI DETAR. . ·PRo..ECT PLAN. DETAIL FMBO -FRAMJNG MATERtAl. BY o~s VIF' -VERIFY IN FJELD . NIC -NOT IN~~- UND -UN(.ESS· NOTED OTHERWISE . . .,,, ... _:. .. ,· ... ;~·' • ,,.-< . ' ~-. ' ,_ ; -· < .: .. -,-·:,, . ; . ,.' ' ' ' •' T 7 ~ 5 ; ~ >-m i < "' ,o >-m 8 "' u w :,: u \- Cl _:j'. I " Cs <] _j .. ill_ .· ' £5.. 7.. \-:-\ . ' ' ; .... ·--.~. "' . <] -. ' MAR 1 2 1996 JOB NO., . tJ . .:-I B$'3.Z. -~ L.-l BB'3'3 SHEE.T NO .. '· I or 1-··. • I .' ... ,. e · .. '·-. -., ... ,. ,: ,, -,. ::, ' ' ' , .. , ' ' ';--~ ' ,, I I I I I ·. ~ .i .-' . ' I' . '. .-'. .. ': _.\ 158125 • • I ' .--,,_-, i .:, .~ ,', ' .(' . . ' -. ·--I .. "l• . ______ _;._____,,__~----------------..;...__.,;__ ____ .___,;, _____ -:-------~T~~~T777 · · .... ·~z" 14'-"'1z..'' 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