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HomeMy WebLinkAbout2200 FARADAY AVE; PART 1; PCR90075; PermitPCR90075 FOR CB891830 2200 FARADAY AVE PART 1 OF 2 12/05/90 10:13 Page 1 of 1 B U I L ''D. I" N G Job Address: 2200 FARADAY AV Permit Type: PLAN CHECK REVISION Parcel No: 212-120-31-00 Valuation: o Construction Type: NEW P E R M I T Str: PCR N.o: PCR900?5 Project No: A89U3236 Development No: . -, I Occupancy Group: B2 Description: STEEL JOIST Class Code: Status: ISSUED 06/22/90 12/05/90 CD Appl/Ownr : CALC'S CALC'S & SKYLIGHTS CB891830 REV 1 KOLL CONSTRUCTION COMPANY 7330 ENGINEER ROAD SAN DIEGO, CA 92111 619 Applied: Apr/Issue: Validated By: 292-5550 OWNER PURITAN BENNETT Lie.· OWNER 619-438-4138 CONTRACTOR *** Fees 2310 CAMINO VIDA ROBLE CARLSBAD, CA 92009 KOLL CONSTRUCTION 7330 ENGINEER ROAD SAN DIEGO,· CA 9_2111 Required **~ *** Lie. C 491751 619-292-5550. · Fees Collee:ted ·_& Credi ts * * * ----------------------------'' ---------~-·:, .... 1"""' ___ , -> __ ,', -----------· ---'----- Fees: Adjustments: Total Fees: Fee description 200,00 .'oo 200 ,'.00 · · Total Cr-edits :. Tota-1· Payments: ·B::i1~nqe Due: U'nits · : Fee/Unit . . .00 .00 200.00 Ext fee Data ---------------------------------~-----~--' -------------· ------------------ Pian Check Revision F~e > 200. 00-200.00 ·\ FINAL APPROVAL INSP. __ DATE -- CLEARANCE -----1 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 jJ,..,,,-6~J83~ PERMIT APPLICATION ~=-~ 2075 Las Pa lmas Dr., Carlsbad, CA 92009 (619) 438-1.161 •• City of Carlsbad Building Department ~ ••• · EST. VAL ______________ _ m~ l PERMIT TYPE ~-,.,... . PLAN CK DEPOSIT~ VALID. BY ~ IA DATE Lo ...-:J.o . ; • 0 COMMERCIAL NEW OTENANT IMPROVEMENT •. B • ~ INDUSTRIAL i]lNEW OTENANT IMPROVEMENT C • ORESIDENTIAL OAPARTMENT QCONDO QSINGLE FAMILY DWELLING QADDITION/ALTERATION ODUPLEX ODEMOLITION ORELOCATION OMOBILE HOME OELECTRICAL OPLUMBING QMECHANICAL QPOOL OSPA QRETAINING WALL QSOLAR 2. No. Address /!-2tJO ;i-!f.ZA.l> ~ Nearest Cross Streets Et-{!,/t,u,1A/o J!&At.. Unit No. CHECK BELOII IF SUBMITTED: 2 Energy Cales 02 Structural Cales D 2 Soi ls Re ort D 1 ADDRESS S'cJOO /,;jJJZCt/ , .,5cJ f TE, .S-«)() SIGNATURE 4. AP~~ICANT ,_ 1 __ igic;_oNTRACTOR NAME ~U, lfe>~f~t ~.iV CITY 6A-;i/ 0la;6 5. PRQ.PERTY OWNER NAME )/GJ/ZI T7HV ~,!.,v~ STATE L:4. ZIP CODE O-AGENT FOR CONTRACTOR ADDRESS STATE t:14. ZIP CODE DAY TELEPHONE T"l 4 DOWNER D AGENT FOR OWNER T":J!JO &'.A/40JU./t d.cl'rO 9,:),-11 I DAY TELfPHONE ~NER QLESjEE QTENANT ADDRESS .tJ:;1<J ~(..(.1,uo Vn.>A-/ZoSl.,f., Phase No. CITY W_i.SBA-lJ STATE & • ZIP CODE 9,lJO e· DAY TELEPHONE 4?Je--41::J/3 7. CITY STATE~• STATE LIC. # 49,:t~ 1 ADDRESS T3~o J:uc,r~/l J?D . STATE ZIP CODE t/iJ-I fl DAY TELEPHONE LICENSE CLASS _ _,13=---- T lTLEp.z.t,j • ju,tr:J ADDRESS ZIP CODE CITY BUSINESS LIC. # DATE DAY TELEPHONE WORKERS' COMPENSATION STATE LIC. # Workers' Compensation Declaration: ·1 hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an a<initted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department 'i:Jl.~'sboil/$1J4(J EXPIRATION DATE 4-1-'11 INSURANCE COMPANY ARtqq.t.lA7..17 POLICY NO. Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: DI as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-bui Lder will have the burden of proving that he did not build or improve for the purpose of sale.). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to a'n owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License L~w). D I am exempt under Section ___________ Busi~ess and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031..5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500] ) • SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Pryley-Tanner Hazardous Substance Account Act? DYES .Ll('No Is the applicant or future building occupant required JP obtain a permit from the air pollution control district or air quality management district? 0Yes JZfNo Is the facility to be constructed within 1,000 feet ofJhe outer boundary of a school site? Ores 0'"No IF AHY OF THE ANSIIERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME N(,~f..,; LENDER IS ADDRESS 10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JOOGMENTS, COSTS AND EXPENSES IIHICH MAY IN ANY 1/AY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expira on. Every permit issuec:i by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or w k a ho ized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or a ando ed t ny time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). 0 OIINER ~ CONTRACTOR OBY PHONE WHITE: File YELLOW: Applicant PINK: Finance APPROVED ·sr~ ·;.a·--'---'---,- DATE: --'----'---.,....-- ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: :ru\1 -\q-qO JU~ISDICTION: -~(_~{S--P-~-~LA~r~\=5~6~¼'-"""'-.._ _______ _ ?LAN CHECK !\O: \ 33o ~~SET:( :n::: ) .... . PROJECT ADDRESS: N~Q~ Fo.r~. 0...1_Lf: ., ~ ?ROJECT i;.;!',E: ;-%;] :-1 dT -11P D~, <-e I Mn)-~ -~ 4 0 -7.J ~\~ :::S s:t. ·-r\a"'s 5 '$ 'F.t \,T~ GJ..c. S ~. The plans transmitted hetewitn have been corrected ~here 0 necessary a:1d s-.::bstantially comply wit:1 the .j:irisdiction I s building codes. The olans transmitted herewith will s~bstantially comolv ,.. • • h-• h • • • • . • I • • • 1 ~ • ~ • • • -"; •. • w7~. ~~e ?~~7s~1c~1on s ,bi cing coaes wnen minor aer:c1e~- 0 0 c1es 1aen;::1r1ea e\o\A.J are resol vea and checked by buildi~g department staff. !T!._.o ""'1-~-.:-...---~--,·..:-.:..t::i.a"' ·nere··i·.:..h n-··.::::. -ic,-,1·-=,·r--.:.. a--.:::.ci--ci.::::.--... :J,_ ::' c:.:.::. ... .:.aJ.::>:;:_,._1..._ . -v. ,._: ••• av,_ ~-J"· .,_ __ ::::.,.... -=::.:....1. --=•• _,_::, identified on the e~closed c~eck list and s~o~ld be ccrrected and resub~itted for a complete recheck. The check list transmitted herewith is for your informa~ion. The plans are being held at 3sgil Ccrp. until corrected plans are su~mitted for recnecx. lu* The applicant's copy of ~ne check list is enclosed for tte jurisdict!on to return to the applicant contact ?arson. O The applicant's copy of the check list has been sent to: II Esgil staff did ~ot advise the plan chec~ has been completed. applicant contact person O Esgil staff did advise applicant ttat the plan check .... . t...~ at:. been completed. Person contacted: ------------- Date contacted: ---------Telephone# ________ _ II REMl.i.RKS: 'SJ;; ( 00"'% dvaw\V\.~:':l llied"-G\;:2e:S3,,.,eJ b(]J;t.. ?q,:s~c...-:C C.Y\ I "U.. By: ~6' d -re. ESGIL CORPORATION 1-1 '5 0GA LJJ:..A Ovw OoM Enclosures:_,_~_.,.,,_,_lo~o~~.._ _______ _ ICBO Evaluation Service, Inc. A subsidiary corporation of the International Conference of Bui I ding Officials EVALUATION REPORT Copyright 10 1988 ICBO Evalu,11ion Service, Inc. Filing Category: ROOF, WALL AND FLOOR PANELS-Sandwich Panels KALWALL TRANSLUCENT WALL, SKYLIGHT AND ROOF PANELS KALWALL CORPORATION 1111 CANDIA ROAD POST OFFICE BOX 237 MANCHESTER, NEW HAMPSHIRE 03103 I. Subject: Ka,lwall Translucent Wall, Skylight and Roof Panels. 11. Description: A. General: The Kalwall translucent panel is of a sandwich-type construction 2¾ inches thick and is composed of an ex- truded 6063-T6 aluminum alloy frame and grid covered on both sides with flat fiberglass reinforced polyester plastic facings, and is provided in the following types: THICKNESS CLASS OF FLAME-SPREAD TYPE (Inches) PLASTIC CLASSIFICATION Type25 .045 CC-1 Class I Type S-170 .045 CC-I Class II Type SW .070 CC-2 Class III Type20LS .045 CC-1 Class I The aluminum extruded members form a grid 8 inches by 20 inches nominal and the panels are available in various widths and up to 20 feet in length. The aluminum I-beams are spaced 8 inches on center and are continuous in the direction of the panel span. The I-beams are 2.6 inches in height and .05 inch thick and have a flange width of .43 inch. See Figure No. 1. The plastic facing is bonded to the aluminum frame with a proprie- tary elastomeric-type adhesive. The exterior facing of the panels are Types SW or 20LS plastic and the interior facings are Types 25 or S-170 sheets. B. Class A Fire-retardant Roof: Kalwall Class A panels are manufac- tured with interior facing of Types S-170, 20LS or Type 25 plastic and an exterior facing of Type 20LS plastic with fiberglass insulation in the cavity between the two facings. They are designed for use as a Class A fire- retardant roof covering. The insulation is either DRAH-type fiberglass insulation with a nominal density of0.5 pounds per cubic foot or RAH-type with a nominal density of 0.27 pounds per cubic foot. C. Installation: Aluminum extrusions are provided for connecting the panels to the building. The panels are interconnected with either a 2-inch tee Report No. PFC-170! August, 198, batten or a 3 ¼-inch integral heavy stiffener ( I S-H). Design and details ai to be submitted to the local building official for acceptance. D. Identification: The panels arc identified by the manufacturer's nam, type designation, material classification and the evaluation report numb( stamped on the perimeter, together with the stamp of the quality contn agency, U.S. Testing Company, Inc. {AA-543). Additionally, the Class. fire-retardant roof panels arc identified by an Underwriters Laboratoric Inc. label affixed to the side. Ill. Evidence Submitted: Reports of tests in accordance with U.B.C Standards Nos. 42-1, 52-3, 52-4 and 32-7, load tests, wind-driven rai tests, temperature-cycling tests and installation instructions. Findings IV. Findings: That Kalwall Translucent Wall and Roof Panels a described in this report comply with the 1985 Uniform Building Code for use in combustible construction, subject to the following condition~ 1. The panels are installed as required by Chapter 52 of the cod except as provided for in Findings No. 5 for the Class A roo panels. 2. The allowable unsupported span for Kalwall wall and roof pan els does not exceed those specified in Table No. I. 3. The Kalwall panels may be recognized on structures up to maximum of 40 feet in height in Exposure B areas with a maxi mum basic wind speed of 80 miles per hour. 4. The roof load is a maximum 40 pounds per square foot. 5. Class A roof panels installed in accordance with this report an, the manufacturer's instructions are a Class A fire-retardan roof covering complying with Chapter 32 of the code. 6. No diaphragm values are assigned to the Kalwall panels. Hori zontal bracing system must, therefore, be provided in the plan of the roof for resistance to wind and seismic loads. 7. When exposed to the building interior, flame-spread classifica tion must comply with Chapter 42 of the code. 8. The panels are manufactured at Manchester, New Hampshin under a recognized quality control program with inspections b the United States Testing Company {AA-543) and Underwriter Laboratories Inc. (NER-QA403). This report is subject to re-examination in one year. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, utilizing tl,e code upon wl1icl, tl,e report is based. Evaluation reports are not to be construed as representing aestl,etics or any otl,er attributes not specifically addressed nor as an endorsement or recommendation for use of t/,e subject report. Tl,is report is based upon independent tests or otl,er tecl,nical data submitted by t!,e applicant. Tl,e /CBO Evaluation Service, Ille., tecl,nical staff /,as reviewed ti,e test results and/or otl,er data, but does not possess test facilities to make an independent verification. Tl,ere is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or otl,er matter in t!,e report or as to any product covered by tl,e report. TJ,is disclaimer includes, but is not limited to, merchantability. Page 1 of~ JI {. -. ,,-# ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 DATE: Q!'T -\7 -5'0 ~A~ JURISDICTION -. JURISDICTION: C:2) o"', {'_.t, \s io~ J ECKER QFILE COPY QUPS ODESIGNER ;:p PLAN CHECK NO: Lb-8 5 ,-\:t,3c SET: .IC PROJECT ADDRESS: r9c?:oo N-rA des OVL , PROJECT NAME: l\.uo-:;,"l:;-u ";:;;t,.,,L~'("/J 1-,...,_, f ~lT-1 ,{? ~-blr£4-z'~"-t. \,._,ot.7~ D D 0 0 0 The plans transmitted herewith have· been corrected where necessary and substa~tially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien~ cies identified-,-------------are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: IJEsgil staff did not advise the applicant contact person that plan check has been completed. :. O Esgil staff did advise applicant that the plan check has been completed. Person contact~d: ------------- Date contacted: _________ Telephone# ________ _ 0 REMARKS=-------------------------- By: '::)~ ESGIL CORPORATION . lo-\\ DGA . DAA Dvw OoM Enclosures: ____ f\C_~O---n~-L:.-. _____ _ Date a \0 ,.... 11-t\.aJ Prepared by, s~Jt:!--::::· Jurisdiction U,r lsbb-:lL VALUATION AND PLAN CHECK FEE ~ PLAN CHECK NO, Cb.-2'5 -I 'i'3e> JC ; o Bldg. Dept. ~sgil BUILDING ADDRESS ~ N_H-'-~~ DAf..z__J APPLICANT/CONTACT "'::)~ PHONE NO, t...\-3\-)~'8r BUILDING OCCUPANCY __ o_~_&-.. ___ _ DESJGNER PHONE ------ TYPE OF ·coNSTRUCTIO°t-F . ? ---'-----CONTRACTOR PHONE ----- BUILDING PORTION BY :E:E,~UIG M~ ?:A -VALUATION I VALUE ?!iULTJPLIER ~t~ ;:y~"G:. \ h.\'""' gw.,_ . ~I\...,., 9 t-t • "'.:, ( b,\' 't\ ) u..... -I -- IJl"-~'v'~"',,. ~-f_,-w-.:t'" F")"',\,.,__ -.._J . I I I I I " 1 · I I I . I . I I Air Conditidrii~£·· I I Commercial . .. I.@ . Residential I @ Res. or Corn.rn. I I .1 Fire Snrinklers @ ,. I Total Value : I - Building Permit fee S · _-__________________ .,._$ _______ _ Plan Checlc fee S $ COMMCNTS: --------------------------- SHEET --0 OF_@· . -. . · _ -· . -_ .12/ 8 7. - DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 :7 APPL I CF.NT Ju:<.ISDICTION: ~ .JOB JSDIC'.1'10!!:::> i , PLAN CHECKER r==;j;'IL'j;' CQ!-v !___,-_, -- PLAN CHECK NO: f7UPS I -DESIG~,ER .__. PROJECT ADDRESS:_~cy=J~N=D~P~~~_a_Y~~'-"=A.o=Q-·__.o..._~,-'~""---~·------- ?ROJECT l\_:;ME: 2? -~"°"...0 T-\, v£ ~\,c__._ \ I-'\.,,\ . --+ (__--=s,e.t__l.._ ~~,~ ~ ~"<'---{ \;t;;:: r,Q.(.';,.) D ,-1 I , L-J 0 The plans transmitted ~erewit~ ~ave been corrected where necessary a~6 s~bstantially comply wit~ the j~risdiction 1 s building codes. The plans transmitted herewith will s~bstantially comply with the j~risdiction 1 s building codes when ~inor deficien- cies identified _______________ are resolved ana The ?lans transmitted herewith ~a~e sig~ifica~t deficiencies identifie5 on t~e enclosed c~ec~ list and s~c~ld be corrected and resub~itted ~o~ a co~?lete rec~eck. C!'"'.:eC:~ pla:1s list transmitted here~it~ is for yo~r informa~icn. are oeing held at ~sgil Coro. until corrected plans are submitted for rec~ecK. n The appl:~ca:it Is copy of t:::e c::ec}~ list is c:-iclosed for the LJ jurisoict~o:-i to return to the applica:it contact ~erson. 0 . . The app'lic-ant 1.s _ copy of the check list has been sent to: Esgil staff did cot advise the plan chec~ has been completed. applicant contact person Esgil staff did advise applicant that the plan check has that been completed. Person contacted: _____________ _ .,.·,,: Date contacted: ----------Telephone :: ----------II REF.1.1l.RKS: ;#r @~ ?rov,~c:.. Co""'f\c'.G: '),\~-~ f"'-'): ::;:,~"'-\< 7',:,v~'"t \a,-.:..,,..v'"'C ?\0,v,-s 1.01 \"b, v'\\JW\b-e...-S vv..ilih1?:5 --n::;<?.. \/u\l.Y4.qjt" ('rJ..,-'s, b.c.\<'..o.5rs-, By: ~°"dxe ESGIL CORPORATION u-f;).5 UGA DAA DvN 0DM Enclosures:_~N-c=~~~~-------- .. Dates J-3.-P\O~ . Prepared bys 5o--.c\1r-e... Jur isd ic tion (.fl'( \s \c>A.ti.- VALUATION A~D ?L.;H CH?:CK 3UlLDlNG ADDRESS ...::."l...:)cc \:="r,...-t", ,..\"'·::i 0 v .• L. -o 3ldg, Dept • g/2sgil "-..,) A??LICANT/CONTACT ~<S~-:n~r~~j~M.....:...:;.L~llb~~~~~~'-- 3U 1LD!NG OCCU?ANCY '?-'Z.. ----~---- ? r. 0 l'l '.'.:; NO , ( , I '-I ) 1-1 7 lo -'-t ooc, D:C:SJGlER ?HON'.:: TY?~ O? CONSTRUC'I'ION :rf .-,,-J .. ~ --=--..;__. __ 3UILDING ?ORT:IOH *-~,~e__ ':°'\<:>, ':;,T i ~-I I ,Te:: W-e 's, ' I Air Conditionin~ Commerc1a·:i::-. Residential Res. or Com.'il. rire S"Drinklers Total Value I •. I ,..) h. f.5 • I I \ I I I ' I I I I I I I ·I .. I -~ . I I • I ------ CONTRACTOR ?~ON~ ----- I I \ l I I I I I I I I I I I I I I \. I I ·@ -I I ra .. I I ~ I . I I B uildirig Perm it fee. $ __________________ ...,.s.___ __ -____ _ Plan Chec:k f'ee s s ~oo.o--2 (C7\"""--.,.}'-1....) :--''--------------------~--=;.;....____;~___...--=--~Q~~~:-.L..- COliHE:IHS• ---------------------------- s HEET CC) OF 0 ,. 12/87 . ' Page2of2 Report No. PFC-1705 STAGGERED SHOJI FIGUREN0.1 TABLE NO.I KALWAL SPAN TABLE LOAD 20PSF 30PSF 40PSF 4'module 8" X 20" grid 9'-8" 8'-5" 7'-8" with 2" tee batten 4'module 8" X 20" grid 15'-3" 13'-4" 12'-l" with 3¼" IS-H JI ----------------------·--·--------------- 1111 Candia Rd., P.O. Box 237, Manchester, NH 03105 Phone 603-627-3861 FAX 603-627-7905 March 22, 1990 Subject: Kalwall curve roof span analysis Project: Puritan Bennett, Carlsbad, CA Object: To prove that the Kalwall 180° arch roof assembly will structurally handle a 20 PSF wind load or a 20 PSF live load. The Kalcurve translucent panels are semi-circular in shape and spans 17'-0". The outside radius= 8 1 -611 • A section of a typical 4'-0" wide module is as follows: 'I t •'•O" M00UL£ WU>TH Kalwall Panel Properties: THESE PLANS AND/OR SPECIFICA- TIONS AND/OR CALCULATIONS, PRE- PARED BY OTHERS, HAVE BEEN RE- VIE\'VcD AND FULL RESPONSIBILITY . FOR THE SAFETY OF DESIGN IS ljf ~ E~Y A9~EPJ§Q:_ / _ /, ~/( r?'k'J/ k S-; 7c SIGNED /oATE..._ ___ _ a) Physical properties of a 2 5/8" grid core I-beam member are: Moment of Inertia, I= 0.1664 in.4 Section Modulus, s = Net Area, A= 0.1088 0.1269 in .2 in.3 (Exhibit ~~O") Modulus of elasticity, E = 10 x 106 PSI Puritan Bennett, Carlsbad, CA 6005-T5 Aluminum Alloy Properties: Minimum tensile ultimate strength, Ftu = 38,000 PSI Minimum tensile yield strength, Ftv = 35,000 PSI Allowable bending stress, Fb = 19,500 PSI (Ftu/1.95} Allowable axial load, Fa = 19,000 PSI {Fcy/1.85) Allowable shear load, Fs = 12,100 PSI (Fsv/1.65} Modulus of Elasticity, E = 10 x 106 PSI Kalwall Panel Properties: Empirical Stiffness , EI Factor= 15.25 x 106 lb./in.2 Grid Core: (5 I-beams) Sx = 0.6345 in3 Ix = 0 • 8 3 2 0 in 4 EI= 8.32 x 106 PSI Allowable Bending Moments (BM}: On Grid Core: BM= SxFb = .6345(19,500) = 12,373 in. lbs. (live load) 12,373(1.33) = 16,456 in. lbs. (wind load) On panel: BM= Empirical Stiffness (SxFb) EI = 15.25 {12,373) 8.32 = 22,679 in. lbs. (live load) 22,679.(1.33) = 30,163 in. lbs. (wind load) Allowable Axial Load: On Grid Core: A= 0.1088 in.2 x 5 "I" per panel= 0.5440 in.2 Live Load Pa = 19,000 X 0.5440 = 10,336 lbs. Wind Load Pa = 19,000(1.33) (0.5440) = 13,747 lbs. e) The allowable transverse shear load on grid core.:. Live Load V = Fs A= 12,000 X 0.544 = 6,528 lbs. Wind Load V = 12,000(1.33) {0.5440) = 8,682 lbs. -2- Puritan Bennett, CarlsbadJ CA Actual moments, axial and shear forces: a) The statically indeterminate arch has been analyzed using Structural Analysis And Design, STAAD-III, a computer program issued by Research Engineers, Inc. The arch was approximated using 20 equal segments. The design 20 PSF live load plus 2 PSF dead load was applied normal to the horizontal projection of the span. The uniform half load was similarly applied. The design wind load of 20 PSF was applied to the arch using factors in accordance with ANSI 58.1-1982 Case I. Live Load 22 PSF Case III Wind Load 20 PSF Case II Half Span Load 22 PSF (Computer Model was loaded assuming a 4'-0" wide tributary area} -3- Puritan Bennett, Carlsbad, CA Results of the computer program are: {See attached print out) Case I Live Loading: Maximum Moment, M = 6,887 in. lbs. (Joint #4 & #18) Axial load at Maximum moment, Pa= 734 lbs. Shear load at Maximum moment, V = 77 lbs. Case II Half Loading: Maximum Moment, M = 5,905 in •. lbs. (Joint #17) Axial load at Maximum moment, Pa= 242 lbs. Shear load at Maximum moment, V = 38 lbs. Case III Wind Loading: Maximum Moment, M = 19,288 in. lbs. (Joint #4) Axial load at Maximum moment, Pa= 853 lbs. Shear load at Maximum moment, V = 146 lbs. Actual combin~d moments, axial and shear stress in Kalcurve Panel: Case I Live Loading: Equiv. Moment on the grid core members= 8.32 x 6,887 = 3,757 in lbs 15.25 Bending Stress fb = 3,757 = 5,621 PSI 0.6345 Axial Stress fa = 734 = 1,349 PSI 0.544 Shear Stress fv = 77 = 142 PSI 0.544 Combined Stress Formula: 5,621 + 19,500 1,349 + 19,000 (142) 2 = 0.29 + 0.07 + 0 = (12,000} Case III Wind Loading: 0.36 < 1.0 o.k. .. Equiv. Moment on the grid core members= 8.32 x 19,288 = 10,523 in lbs. 15.25 Bending Stress fb = 10,523 = 16,585 PSI 0.6345 -4- Puritan Bennett, Carlsbad, CA Case III Wind Loading {Cont'd): Axial Stress fa= 853 = 1,568 PSI 0.544 Shear Stress fv = 146 = 268 PSI 0.544 Combined Stress Formula: 16,585 + 26,000 Conclusion: 1,568 + 25,000 268 16,000 2 = 0. 64 + 0.06 + 0 = 0.70 < 1.0 o.k. Since the combined stress ratios for the Kalcurve panel for the loading conditions is less than 1.0, the Kalwall panel system is structurally satisfactory for this application. Splice Plate Analysis: A splice plate is required at the top of the arch to connect the two Kalwall panels. Loading Case III produced the largest moment and axial load combination in the plate. Mb= 6,326 in. lbs., Pa= 620 lbs, V = 91 lbs. (Values from the computer at joint #11) 3/16" x 2 1/4" x 36" long splice plates are attached along each edge of the Kalwall panels with 20 each #14 RH x 1" long ss sheet metal screws per splice plate. The splice plate is made of 6005-T5 aluminu.m. The allowable bending, axial, and shear stresses for rectangular shapes per the Aluminum Construction Manual by the Aluminum Association are 28,000 psi, 19,000 psi, and 12,000 psi respectively. ¢:;IZIIX".E !4: : I • • • Y-z·'c,-yp : ~2· ... I z.-Ye,I( ('l""('P.) '%'' V' -5- Puritan Bennett, Carlsbad, CA a. Splice Plate Physical Properties: s net= I plate -I hole )/C plate I plate= bd3 = 0.1875 ~ 2.253 = 0.1780 in. 4 12 12 I hole= b(d13-d3 ) = 0.1875 (1.53 -1.03 ) = 0.037 in.4 12 12 I net= I plate -I hole= 0.1409 in.4 S gross= 0.1780/1.125 = 0.1582 x 2 splice/panel= 0.3164 in.3 s net= 0.1409/1.125 = 0.1252 x 2 splice/panel= 0.2504 in.3 A gross= 0.1875 x 2.25 = 0.4219 in2 A net thru screw holes= (0.4219 -0.1875 x 0.25 x 2) x 2/panel = 0.6563 in.2 b. Actual combined moments, axial and shear stresses in gusset plate: bending stress= fb = 6,326 = 25,264 psi .2504 axial stress= fa= 620 = 945 psi .6563 shear stress= fv = 91 = 139 psi .6563 Combined stress formula: 25,264 28,000 Conclusion: + 945 19,000 + (139) 2 (12,000} = o·.90 + o.os + o = 0.95 < 1.0 o.k. Since the combined stress is less than 1.0 the splice plate is satisfactory for the given application. Analysis by: ~r.~ John E. Ricci, E.I.T. Structural Engineer Reviewed by: Roberts. Busby, P.E. Structural Engineer -6- rx HIBIT ''o ~ Hf=Av/ 2 ;g I. -BEAM Pll7SJCIJL PAOPERTl!=.S HCt-.'1 '{ "li---- '1 I • ! I i -....... t.Q5i :~~.-.<'.'\I' LA I ·,.~ '·'-13 0 4 ,< •P/4& C.c,,) , --·----------1')'--tJA, •. -.. , t I Ad;. 0,JJ30 o. 0017 .Io rAd:. o, 113a o.o,1a O. 0071 0.0011 -. ':" 0.00077 ---t-----..:....--+---1------------+-----------J----1 , '< e 6 t.f I o . oo , l . \ ' ( , .oc,5, .cq-,. =o,co,._~ f. loG I I. 1-1.1'2. = _.o.ooJG,. i7l tf f • 0 I ..,, • o.o; 8 I. I a I I • u, I a I" LJ --:: o.oo"b1 1 f};J O· 0011-1 ;; ,--.... , ~ \ •\ '-\ ~-:,. • -I .. , \'2.1~$~ \\.-\, ,, \ 1'17.3~ -:. ''~ (. '\ '1 ~ rd\ F _"!: 1~ t fl T .2 1-) L .,, ! ':, . 1:, r -: PAGE NO. 1 ,: ,: ., S T A A D -III ,: ,: REVISION l l. 1 (VERSION 11 LEVEL 1) • ,: PROPRIETARY PROGRAM OF " "' RESEARCH ENGINEERS,INC. "' ,: DATE= MAR 20, 1990 "' lt TIME= 14:29:22 "' ,: ,. 1. STAAD PLANE Puritan Bennett, Carlsbad CA 2. UNIT INCHES POUNDS. 3. INPUT NODESIGN ,, II Sid. '/ED \:t.J 1<,ir,~,N. xi1:i1: THIS RUN WILL ALLOW ANALYSIS ONLY AND NO DESIGN itxit 4. JOINT COORDINATES CYLINDRICAL 5. 1 102. o. 0. 21 102. 180. 0. 6. MEMBER INCIDENCES 7. 1 1 2 20 8. MEMBER PROPERTIES 9. " 51 panel 10. 1 TO 20 PRISMATIC AX 0.433 IZ 1.225 11. CONSTANT; E 10000000 ALL 12. SUPPORT i3. 1 21 PINNED 14. LOADING 1 22 PSF SNOW LOAD 15. ,: Include 2 psf D.L. 16. MEMBER LOAD 17. 1 TO 20 UNI PY -7.33 18. LOADING 2 22 PSF SNOW LOAD ON HALF SPAN 19. MEMBER LOAD 20. 1 TO 10 UNI PY -7.33 21. LOADING 3 20 PSF WIND LOADING 22. "' Using ANSI 58.1-1982 factors, (_0.8, -1.44, -0.6) 23. MEMBER LOAD 24. 1 TO 5 UNI Y -5.34 25. 6 TO 15 UNI Y 9.60 26. 16 TO 20 UNI Y 4.00 27. PRINT MEMBER INFORMATION ++ PROCESSING MEMBER/ELEMENT INFORMATION. ++ PERFORMING BAND-WIDTH REDUCTION. ORIGINAL BAND-WIDTH= 1 REDUCED BAND-WIDTH= 1 ++ CHECKING LOAD DATA. P u r it an S,e n n e t t • C = r l s b a d C A --PAGE NO. MEMBER INFORMATION ------------------ MEMBER START END LENGTH BETA JOINT JOINT (INCH) (DEG) RELEASES 1 1 2 16.006 .00 000000000000 2 2 3 16.006 .OD 000000000000 3 3 4 16.006 .oo 000000000000 4 4 5 16.006 .DO 000000000000 5 5 6 16.006 . 00 000000000000 6 6 7 16.006 .00 000000000000 7 7 8 16.006 .00 000000000000 8 8 9 16.006 .00 000000000000 9 9 10 16.006 .oo 000000000000 10 10 11 16.006 . 00 000000000000 11 11 12 16.006 .00 000000000000 12 12 13 16.006 . 00 000000000000 13 13 14 16.006 .oo 000000000000 14 14 15 16.006 .oo 000000000000 15 15 16 16.006 . 00 000000000000 16 16 17 16.006 . 00 000000000000 17 17 18 16. 006 .00 000000000000 18 18 19 16.006 .oo 000000000000 19 19 20 16.006 .00 000000000000 20 20 21 16.006 . 00 000000000000 ************ END OF DATA FROM INTERNAL STORAGE************ 28. PRINT JOINT COORDINATES Puritan B~nnett. Carlsbad CA JOINT COORDINATES -----------------COORDINATES ARE INCH UNIT JOINT X y 1 102.000 .000 2 100.744 15.956 3 97.008 31. 520 4 90.883 46.307 5 82.520 59.954 6 72.125 72.125 7 59.954 82,520 8 46.307 90.883 9 31. 520 97.008 10 15.956 100.744 11 .000 102.000 12 -15.956 100.744 13 -31. 520 97.008 14 -46.307 90.883 15 -59.954 82.520 16 -72.125 72.125 17 -82.520 59.954 18 -90.883 46.307 19 -97.008 31.520 20 -100.744 15.956 21 -102.000 .000 "":I:""""" :It :lt:lt:11: END OF DATA FROM INTERNAL STORAGE ~9. PERFORM ANALYSIS ++ PROCESSING SUPPORT CONDITION. ++ PROCESSING AND SETTING UP LOAD VECTOR. ++ PROCESSING ELEMENT STIFFNESS MATRIX. ~+ ~~OCESSING GLOBAL STIFFNESS MATRIX. ++ PROCESSING TRIANGULAR FACTORIZATION. ++ CALCULATING JOINT DISPLACEMENTS. ++ CALCULATING ELEMENT FORCES. 30. PRINT ANALYSIS RESULTS --PAGE NO. z .000 .000 .000 .000 .ooo .000 .000 .000 .000 .000 .000 .000 .000 .ooo .000 .000 .000 .000 .000 .000 .000 ,: X :I: :It :i: :It :I: :It :t :t :It :t 14:29:52 14:29:53 14:29:53 14:29:54 H::29:5~ 3 Puritan B,ennett, Carlsbad CA --rASE NO. JOINT DISPLACEMENT lINCH RADIANS) STRUCTURE TYPE = PLANE ------------------ JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 1 .00000 .00000 .00000 .00000 .00000 -.01950 2 .00000 .00000 .00000 .00000 .00000 .00919 3 .00000 .00000 .00000 .00000 .00000 .08656 2 . 1 .29697 .02053 .00000 .00000 .00000 -.01679 2 -.15294 -.01414 .00000 .00000 .00000 .01040 3 -1. 34615 -.10325 .00000 .00000 .00000 .08002 1 .50926 .06854 .00000 .00000 .00000 -.00991 2 -.33449 -.05986 .00000 .00000 .00000 .01310 3 -2.46963 -.36991 .00000 .00000 .00000 .06286 4 1 .59379 .10052 .00000 .00000 .00000 -.00127 2 -.54723 -.15007 .00000 .00000 .00000 .01562 3 -3.23235 -.68243 .00000 .00000 .00000 .03948 5 1 .55428 . 07324 .00000 .00000 .00000 .00704 2 -.76860 -.28775 .00000 .00000 .00000 .01661 3 -3.60136 -.90481 .00000 .00000 .00000 .01446 6 1 .42889 -.03696 .00000 .00000 .00000 .01337 2 -• 96408 -.45662 .00000 .00000 .00000 .01523 3 -3.63983 -.93357 .00000 .00000 .00000 -.00760 7 1 .27138 -.22454 .00000 .00000 .00000 .01667 2 -1.10289 -.62093 .00000 .00000 .00000 .01122 3 -3.47678 -. 73819 .00000 .00000 .00000 -.02299 8 1 .13171 -.45583 .00000 .00000 .00000 .01651 2 -1.17111 -. 73395 .00000 .00000 .00000 .00496 3 -3.24661 -. 35739 .00000 .00000 .00000 -.03152 9 1 .04081 -.67917 .00000 .00000 .00000 . 01312 2 -1.17813 -.75270 .00000 .00000 .00000 -.00257 3 -3.04554 .13469 .00000 .00000 .00000 -.03396 10 1 .00342 -.84045 .00000 .00000 .00000 .00724 2 -1.15395 -.65438 .00000 .00000 .00000 -.00991 3 -2.92458 ,64881 .00000 .00000 .00000 -.03126 11 1 -.00001 -.89920 .00000 .00000 .00000 .00000 2 -1. 13728 -. 44960 .00000 .00000 .00000 -.01527 3 -2.89150 1.09842 .00000 .00000 .00000 -.02449 12 1 -. 00344 -.84045 .00000 .00000 .00000 -.00724 2 -1.15738 -.18607 .00000 .00000 .00000 -.01715 3 -2.91861 1. 41474 .00000 .00000 ·. 00000 -.01480 13 1 -.04082 -.67917 .00000 .00000 .00000 -.01312 2 -1.21895 . 07353 .00000 .00000 .00000 -.01569 3 -2.95512 1. 55757 .00000 .00000 .00000 -.00345 14 1 -.13172 -.45583 .00000 .00000 .00000 -.01651 2 -1.30282 .27812 .00000 .00000 .00000 -: .. 01155 3 -2.94212 1. 52056 .00000 .00000 .00000 .00830 15 1 -.27140 -.22454 .00000 .00000 .00000 -.01667 2 -1. 37428 . 39638 .00000 .00000 .00000 -.00545 3 -2.82815 1.33041 .DODOO .00000 .00000 .01914 16 1 -.42890 -.03696 .00000 .00000 .00000 -.01337 2 -1.39298 .41966 .00000 .00000 .00000 .00186 3 -2.58332 1.04031 .00000 .00000 .00000 .02782 Puri tan Be,nnet t, Carlsbad CA --PAGE NO. 5 JOINT DISPLACEMENT ( !NCH RAD I ANS) STRUCTURE TYPE = PLANE ------------------ JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 17 1 -.55430 . 07324 .00000 .00000 .00000 -.00704 2 -1.32289 .36098 .00000 .00000 .00000 .00957 3 -2.20899 .71754 .00000 .00000 .00000 .03343 18 1 -. 593BO .10052 .00000 .00000 .00000 .00127 2 -1. 14.102 .25059 .00000 .00000 .00000 .01688 3 -1. 73119 .42192 .00000 .00000 .00000 .03640 19 1 -. 50927 .06854 .00000 .00000 .00000 .00991 2 -.84376 .12839 .00000 .00000 .00000 .02301 3 -1. 18394 .19259 .00000 .00000 .00000 .03751 20 1 -. 29697 .02053 .00000 .00000 .00000 .01679 2 -.4.4991 .034.67 .00000 .00000 .00000 .02719 3 -.59923 .04966 .00000 .00000 .00000 .03761 21 1 .00000 .00000 .00000 .00000 .00000 .01950 2 .00000 .00000 .00000 .00000 .00000 .02869 3 .00000 .00000 .00000 .00000 .00000 .03757 Puri tan Ben.nett, Car ls bad CA --PAGE NO. 6 SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = PLANE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 1 -318.45 747.66 .00 .00 . 00 .oo 2 -159.22 560.74 .00 .00 .00 .00 3 708.71 -672.39 . 00 .00 .oo .00 21 1 318.45 747. 66 .00 .oo .00 .00 2 159.23 186.92 .00 .00 . 00 .00 3 -35.06 -672.38 . 00 . 00 .00 .00 i I , I I i Puritan Bennett, Carlsbad CA --PAGE NO. 7 MEMBER END FORCES STR-UCTIJRE TYPE = PLANE -----------------ALL UNITS ARE POUN INCH MEMB LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 1 1 770.34 -258.81 .00 .oo .00 . 00 2 -761.16 259.53 .oo .00 .00 -4148.14 2 1 571.51 -114.74 . 00 .DO . 00 .00 2 -562.33 115.46 .oo .00 . 00 -1842.23 3 1 -725. 92· 653. 77 .oo .00 .oo -.01 2 725. 92 -568.30 .oo .-00 .00 9780.07 2 1 2 792.39 -137.26 .00 .00 . 00 4148.15 3 -765.76 143.66 .00 .00 .oo -6396.27 2 2 573.47 -26.07 .oo • 00 . 00 1842.24 3 -546.84 32.46 . 00 .00 .oo -2310.69 3 2 -805.87 447.75 .oo .oo .oo -9780.04 3 805.87 -362.28 . 00 .00 .00 16262.51 3 1 3 778. 80 -22.10 .00 .00 .00 6396. 27 / 4 -737.32 39.28 .00 .00 . 00 -6887. 42 . 2 3 545.19 53.48 .oo . 00 . 00 2310.68 4 -503.71 -36.30 .00 .00 • 00 -1592.21 3 3 -852.63 231. 76 .OD .oo .00 -16262.53 4 852.63 -146.29 .00 .00 .00 19287.87 , '/ 4 1 4 734.40 76.55 .00 . 00 . 00 6887.43 5 -682.13 -44.52 .00 .00 . 00 -5918.48 2 4 491. 84 114.65 .00 .00 .oo 1592.20 5 -439.57 -82.62 .oo .oo .00 -13.50 3 4 -865.03 11. 10 .00 .00 • 00 -19287.79 5 865.03 74.37 . 00 .oo . 00 18781.48 5 1 5 666.76 150.68 .00 . 00 .oo 5918.49 6 -608.82 -101.20 . 00 . 00 . 00 -3902.76 2 5 421. 22 150.36 .oo • 00 .oo 13.50 6 -363.28 -100.88 . 00 .00 . 00 1997.17 3 5 -842.76 -208.78 . 00 .00 .00 -18781.47 6 842.7"6 294. 25----. oo-----. oo • !JO --14755.84 6 1 6 585.50 195.19 . 00 .00 .00 3902.76 7 -527.56 -127.35 .00 .00 . 00 -1321. 48 2 6 343.04 156.47 .oo .00 .00 -1997.16 7 -285.10 -88.63 . 00 . 00 . 00 _3958.68 3 6 -786.31 -422.45 .oo . 00 .00 -14755.83 7 786.31 268.80 .00 .00 . 00 9223.86 7 1 7 501.14 208.31 . 00 .00 .oo 1321. 4 7 8 -448.87 -123,02 .00 .00 .00 1330.16 2 7 267.71 132.14 .00 .00 .00 -3958.66 8 -215.44 -46.85 .00 .00 .00 5391.05 3 7 -734.54 -388.51 .00 .00 .00 -9223.93 8-734.54 234.86 .DO .00 .00 4235.21 Puri tan 6-ennet t. Car ls bad CA --PAGE NO. MEMBER END FORCES S T-RUCTURE TYPE = PLANE ----------------- ALL UNITS ARE POUN INCH MEMB LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 8 1 8 42( •. 11 191. 73 .00 .00 . 00 -1330.17 9 -382.63 -91. 59 .00 . 00 . 00 3597.47 2 8 205.47 79.97 . 00 .oo .00 -5391. 08 9 -163.99 20.17 .00 . 00 . 00 5869.66 3 8 -688.79 -346.87 .00 • 00 .oo -4235.30 9 688.79 193.22 .00 . 00 .00 -86.90 9 1 9 363.58 150.31 . 00 . 00 .00 -3597.49 10 -336.95 -39.39 .00 .DO .oo 5115.64 2 9 165.11 5.74 .00 .00 .oo -5869.66 10 -138.48 105.19 .00 .oo . 00 5073. 74 3 9 -650.08 -298.59 .DO .00 .00 86. 93 10 650.08 144.94 .00 .00 .00 -3636.42 10 1 10 326.64 91.61 . 00 .oo • 00 -5115. 66 11 -317.47 24.99 .00 .00 . 00 5648.85 2 10 153.26 -82.23 . 00 .00 .00 -5073. 75 11 -144.08 198.83 .00 .00 . 00 2824.40 3 10 -619.45 -244.85 . 00 • 00 .00 3636.44 11 619.45 91. 20 . 00 .oo . 00 -6325. 77 " 11 1 11 317.47 24.98 .00 .00 .oo -5648.86 12 -326.64 91. 62 .00 .00 . 00 5115.60 2 11 173.40 -173.85 .oo .00 .00 -2824.42 12 -173.40 173. 85 .00 .00 .oo 41.90 3 11 -597.53 -186.97 .00 . 00 .oo 6325.82 12 597.53 33.32 .00 . 00 .00 -8088.75 12 1 12 336.95 -39.39 • 00 .oo .00 -5115.61 13 -363.58 150.31 .00 .00 .oo 3597.47 2 12 198.48 -144.58 .00 • 00 .00 -41.90 13 -198.48 144.58 . 00 .oo . 00 -2272.21 3 12 -584.97 -126.39 .00 .oo • 00 8088.76 13 584.97 -2?.27 .oo . 00 .oo -8882.03 13 1 13 382.63 -91. 59 . 00 .00 . 00 -3597. 44 14 -424.10 191.73 .00 . 00 .oo 1330.13 2 13 218.62 -111. 75 .00 .00 .oo 2272. 20 14 -218.62 111. 75 . 00 .00 .oo .-4060.91 3 13 -582.06 -64.58 .oo . 00 . 00 88~.2. 01 14 582.06 -89.07 .00 • 00 .00 -8685.91 14 1 14 448.88 -123.02 . 00 .00 .00 -1330.12 15 -501. 15 208.31 . 00 .oo .oo -1321. 52 2 14 233.43 -76.17 .00 .00 .00 4060. 92 15 -233.43 76.17 . 00 .00 .00 -5280.15 3 14 -588.77 -3.07 .00 .00 . 00 8685.92 15 588. 77 -150.59 .DO .00 .OD -7505.42 15 1 15 527.57 -127.35 .DD .00 .DO 1321. 52 16 -585.50 195.19 .00 .00 .oo -3902.81 Puritan B~nnett, Carlsbad CA --PAGE NO. 9 MEMBER END FORCE$ STRUCTURE TYPE = PLANE ----------------- ALL UNITS ARE POUN !NCH MEMB LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 2 15 242.49 -38.72 .00 .00 .DO 5280.20 16 -242.49 38. 72 .00 .OD .00 -5899.93 3 15 -605.11 56.62 .00 .00 .00 7505.36 16 605.11 -210.28 .00 .00 .DO -5369.49 16 1 16 608.82 -101. 20 . 00 .00 . 00 3902.81 17 -666.76 150.68 . 00 . 00 . 00 -5918.55 2 16 245.52 -.32 . 00 . 00 .oo 5899. 93 17 -245.52 .32 . 00 .00 .00 -5905.07 3 16 -630.56 113.02 • OD .00 .00 5369.43 17 630.56 -177.04 . OD . 00 . 00 -3047.93 17 1 17 682.13 -44.52 • 00 .OD .00 5918.55 ./ 18 -734. 40 76.55 .oo . 00 .00 -6887. 431 2 17 242.57 38.10 .DO .00 .oo 5905.02 18 -242.57 -38.10 .00 .OD . OD -5295.21 3 17 -650.47 76.23 . 00 .00 .00 3047.92 18 650.47 -140.25 .OD • OD . 00 -1315.59 18 1 18 737. 33 39.28 . OD .DO .00 6887.44 19 -778.81 -22.09 .oo . 00 .00 -6396.31 2 18 233.62 75.58 . 00 . 00 .OD 5295.26 19 -233.62 -75.58 .OD .DO .00 -4085.58 3 18 -664.43 36.76 .00 .OD .00 1315.46 19 664.43 -100.79 .00 .OD . 00 -214.70 19 1 19 765.76 143.66 .00 .00 . 00 6396. 28 20 -792.39 -137.26 . 00 .oo .oo -4148.16 2 19 218.92 111. 19 • 00 .00 .oo 4085.62 20 -218.92 -111. 19 . 00 . 00 .00 -2305.90 3 19 -672.00 -4.39 .00 .00 . 00 214.66 20 672. 00 -59.63 .oo .00 .00 227.50 20 1 20 761.16 259.53 . 00 .00 .00 4148.15 -·21 -770.34 -258.81 . 00 .00 . 00 . 00 2 20 198.83 144. 07 . 00 . 00 .00 2305.91 21 -198.83 -144.07 .00 .00 . 00 -.01 3 20 -673.06 -46.22 .00 . 00 .oo -227.48 21 673. 06 -17.80 .00 .00 . 00 -.01 ,.. :1::1::l::l::1::1::l::t:1::tll::11::1::I: END OF LATEST ANALYSIS RESULT :t:1::1::1::1::1::t:11::11::1::11::t:11::1: 31. PLOT BENDING FILE 32. PLOT DISPLACEMENT FILE 33. FINISH :t:t:t:t:t:1::t:t:t:t1<:tlt:t:t END OF STAAD-III :0:"" :0: :0: ":t :0: *":It :It :It** "* :0: *:It* DATE= MAR 20,1990 TIME= 14:30:17 """ :It :It l ~@TI~ifilTIIJ CORPORATIOl"J j]] l Crndi,1 Rd., f'.0. Btn.. 237. I\·1.1:,clwst<-r, .'\H .:'.3i"..,5 Ph,,:w c(13-L'>27-3So l . BTOR Reinforced Plastic KALWALL CORP :.:.·· TypeU':: 211 ·-.•. 300 Type20LS DuU8arfece 26 60 ·. Type115LS Dull ~ . 20 · 20 · · 1111 CANDIA RD PO BOX 237 . Type2ts-200 20 200 OloNy~ 311 126 Gloecy~ 30 85 . -.. -LOOK FOR CLASSIFICATION MARKING ON PRODUCT Replaces R7416B dated January 21., 1987. 457825002 Underwriters Laboratories Inc.• AW0131747 ~,-\'. ;\.\: i. TR -...:--::,;r LCE:\'Tl'.-\:\'rt :i'i'.'-. n \1'· 0 :--f.-. 't ! ICi!TS. 1'.-\:\1 l l''.\:I I \\'.-\IL:,. '.-->l)l .-\I, \\l".1 \ l\\'.'- .... SERIAL NO. 1KOK8.Mll INTRODUCTION FLAMMABILITY TEST ON PLASTIC PANEL MATERIAL FOR KALWALL CORPORATION 1111 CANDIA ROAD MANCHESTER, N. H. 03103 1151 Bo$ton-Provrdencc Turnprl-.c P.O. Uox GUU Norwood, Massachusetts 02062 TclcpllolH: !G17) 762-4300 Telex 92-4415 August 23, 1964 Mr. Kim J. Rosswurm of Kalwall Corporation has requested that flam- mability testing· be performed. on a reinforced plastic panel material according to P.O. No. 2105. SAMPLE IDENTIFICATION The sample is identified as Kalwall ,045" S-170 FRP. TEST REQUESTED The standard method of test for the flammability of self-supporting plastics, according tb the ASTM Procedure designated D-635 has been requested. TEST RESULTS Tests were performed on 10 unconditioned test panels having an average thickness of 0.044 inches. The average time of burning is reported as 20 seconds. The average extent of burning is -reported as 15mm or 0.6 inches. The range of time of free burning is 8 to 23 seconds. The range of extent of burning is 14 to 18mm. ?JC/dh Test and report by~~ ~~ ;'"' '1 ~\/H) ,·; :~! \( I 'I I li·. ·I . • J •• , \ t' • ' ;" • °i.J ! t. KAU·:ALL SUPER~!EATHERING FRP FACE SHEET ASTM 02244-79 Co1or Difference For KAU~ALL CORPORA TI ON 1111 CANDIA ROAD MANCHESTER, NH 03103 By Richard W. Harold Report No: Kalwall #189-b Apri 1 , 1983 ~Hunterfil9 lillfllll" Hunter Associates Laboratory, Inc. 11495 Sunset Hills Road P.O. Box 2637 Reston. Va. 22090 TelP.ohonP.· 11m, d71-AA70 ... · I .. •' ,. : ~ ~ .: ; . :-... ·· ......... l KALWALL SUPERWEATHERING FRP FACE SHEET COLOR DIFFERE:iCE -STANDARD vlHITE ASTM 02244-79 1. Purpose -The purpose of this test is to determine small color differences between a reference.~pecimen (control) and a test specimen. For product specification, the permissible color difference between the test specimen and reference specimen shall be agreed upon by the purchaser and seller. 2. Apparatus -Hunterlab 025-9 AF (small spot), Serial #9036. The specimens were backed wjth an 85% reflectance white porcelain tile causing a double reflectance and magnifying the color change, thus making this test partic- ularly severe. 3. The test specimens were supplied.by the Ka1wall Corporation. The specimens were labled as follows: A. The test specimen had been exposed to outdoor weathering at 7° to the horizontal facing south in South Florida and the control (reference) specimens were unexposed samples of the same material: Test Specimen Control South Florida Exeosure Specimen No. (Months) B-189-T B-189-C 65 (I B-182-T B-182-C 67 B-171-T B-171-C 67 B. The test specimen had been exposed to 150°F constant temperature and the control specimens were unexposed samples of the same material: Test Soec irnen Control 150° Oven Exposure Specken No. ( \·Jee ks) B-105-T B-105-C 2 4. Procedure -The instrument \·1as operated according to the D25A-9 operating manual. The instrument was sta~dardized on a working sta~dard whose calibration is traceable to the National Bureau of Standards. 5. Results -Report No. Kalwall #189-b Apri 1 , 1983 Table 1 sho~s results according to ASTM 02244 11.1. Scale system 4.3.2.4 was used for these data. Richard W. Harold Manager, Applications Engineering ~ ... TABLE I Kalwall Superwea~hering FRP Face Sheet Color Scale System Color Scale System Lab f1 !:IE Av B2* CIELAB CIE B2* CIELAB of 3 L a b L* a* b* X y z !:IL /J.a· t\b !:IL* 6a.* .nb* 6E Speci South Florida Exgosure Color Difference Results 3-189-C 78.99 -5.22 6.34 83.12 -5 .45 6.80 58.86 62.39 65.23 -189-T 80.53 -5.61 8 .21 84.41 -5.82 8.85 '61 .06 64 .06 64 .86 1.55 -.39 l.87 1.29 -.38 2.05 2.46 3. -182-C 78.40 -5.01 6.11 82.63 -5.24 6.56 58.06 61 .46 64 .51 B-182-T 81 .08 -5.47 8.02 84.86 -5.65 8 .61 61 .97 65.74 66.67 2.68 -.45 1. 91 2.24 -.41 2.05 3.32 B-171-C 79 .17 -5.57 6.79 83 .27 -5.82 7.30 58 .98 62.68 64 .95 Bl 71 -T 81 .85 -5.84 8 .64 85.50 -6.03 9.28 63.00 66.99 67 .18 2.68 -.26 1.85 2.23 -. 21 l . 98 3.27 150°F Oven Exgosure Color Difference Results 8-105-C 77.98 -5.34 4.76 82.28 -5.59 5.08 57.29 60.82 65.66 8-105-T 77 .89 -5.65 6.20 82 .20 -5.93 6.68 57 .02 60.68 63 .51 -.09 -. 31 1.44 -.08 -.33 1.60 1.48 *Color Scale System called out under ASTM 02244-79 Sec. 4.3.2.4 Mr. George Reed, Sr. KALWALL CORPORATION Manchester NH 03105 IMPACT TESTING OF FRP PANELS NEW HAMPSHIRE MATERIALS LABORATORYI INC. Fraderick G. Hochgraf Prirdoel ~ N. H. M. L. {!2061 62A Littleworth Road Dover, New Hampshire 03820 603-742--8526 In NH 1-800-334-5432 June 21, 1988 IMPACT TESTING OF FRP PANELS Testing Program Samples of 0.070 inch (nominal) Type SW fiberglass reinforced polyester faces were tested according to the SPI Falling Ball Test, Method B. The impact ball was 3.5 inch diameter and weighed 6.41 lbs. Except for unrelated details of the supporting structure the test fixture conforms to Exhibit A of the test specifications. The specification defines "failure" as a test outcome in which the ball passes completely through the material. "Rupture" is defined as a small tear completely through the face of the test panel. Variable Height Rupture Testing Eighteen panels were tested by dropping the ball from a 9 foot height with subsequent drops from additional one foot increments until rupture occurred. Due to test site limitations the maximum drop height was 14 feet. Samples which did not rupture at 14 feet are noted in the data table as "dnf" and the calculations are based on passing at 14 feet,' although they may well have passed with higher drops. The temperature was 82°F and the samples had not been subjected to a temperature/ humidity conditioning cycle. In the data table the location column refers to positions from which the test p~nels were cut. · The thickness of each test panel was measured at several points and the average is reported for the panE;l. The Fail height is the drop height which resulted in rupture. The Pass height is the height of the previous drop. An argument can be made that the pass height would be a more accurate estimator of impact performance if it was half way between the height of rupture and the previous height. Statistical Analysis The remaining columns are based on all the preceding tests so that the last entry in ,each column is the best estimater for the set of samples. The "Student's t" statistical distribution is used since it applies to small samples from populations which can be expected to have the same ·variance. The df column is the degr-ees of freedom which is one less than the number of tests in the sample. The final column is the 95% lower confidence limit which is formed from x -Us/ n where x is the average pass height, t is the Student's t statistic, s is the sample standard deviation and n is the number of tests. After 12 tests there was little additional convergence between the 95% confidence limit and the average. Fage 2 Failure Testing · Working outdoors in the shade at 85°F the same ball was dropped from a height of 17 feet with results as indicated in the table. Conclusions Using the 3.5 inch ball the average drop height without rupture is 12.28 feet with a 95% lower confidence limit of 11.62 feet. In the 17 foot drop test no samples failed. Nine samples ruptured more-or-less edge to edge while three samples exhibited the same slight r-upture as in the variable-height drop test. Summary 0.070 in. Type SW Impact Passing Height @95 % Confidence Level 11.62 ft du41;/ Frederick G. Hochg:r Professional Engineer New Hampshi~e 3776 ' ' . Impact Energy (height X 6.41) 74,5 ft lbs. ~T. TM. s,m. Menr.v A0251 ., .. NEW HAMPSHIRE MATERIAL? LABORATORY, INC. 62A Llttleworth Road Dover, New Hampshire 03820 N.H.M.L.02061 Mr. George Reed, Sr. KALWALL CORP. June 23, 1988 Samp No, t Fail Pass Avg. Std U)C in. ft. ft. • "'ft. Dev A 1 0.068 11 10 10.00 0.000 B 2 0.068 14. 13 11.50 1.500 C 3 0.068 dnf 14 12.33 t. 700 D 4 0.069 14 13 12.50 1.500 A 5 0.067 10 9 11.80 1.939 B 6 0.068 13 12 11.83 1.772 A 7 0.067 dnf 14 12.14 1.807 B 8 0.069 13 12 12.13 1,691 C 9 0.066 12 11 12.00 1.633 D 10 0.067 14 13 12.10 1. 578 A 11 0.068 dnf 14 12.27 1.601 B 12 0.069 14 13 12.33 1.546 A 13 0.068 12 11 12.23 1.527 B 14 0.069 14 13 12.29 1.485 C 15 0.069 14 13 12.33 1.445 D 16 0.067 10 9 12.13 1.615 A 17 0.066 dnf · 14 12.24 1.628 B 18 0.066 14 13 12.28 1.592 df 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 603-7 42-8526 In NH 1-800-334-5432 Sttdent 95% "t" 0.000 0.00 6.314 4.80 2.920 9.47 2.353 10.74 2.132 9.95 2.015 10.38 1.943 10.82 1.895 10.99 1.860 10.99 1.833 11.19 1.812 11.40 1.796 11.53 1.782 11.48 1.771 11.58 1.761 11.68 1.753 11.42 1.746 11.55 1.740 11.62 . --·--·-··-- Test with 17 foot drop • Samp Test Result Loe. No. A 1 Rupture, full length B 2 ~ture, full length C 3 dnf D 4 Rupture, full length A 5 Rupture, full length ._,:-. B 6 dnf B 7 dnf A 8 Rupture, full length C 9 Rupture, full length D 10 Rupture, full length B 11 Rupture, full length A 12 Rupture, full length FAA RenAlr ~tAtion FR~~n Def. 1nt1. Suo. Cntr. A0251 ~ .. ' lllll UNIVERSITY OF i,;='N HPv'iPSHIRE __ ------------------ OURH,'...i\/i NEW ~.:..:,JiPSnlRE 0382-.l · \,,;, :, Departmen~ of Mechan1ca1 :p,,.g,neerir.g • .., !.., !) College o! Eng,neerong ana Prysical Sc,ences · , .. ,_; ~ Kingsbury Hall (603} 862-1352 TENSION 'TEST OF FLAT SANDWICH CONSTRUCTIONS IN FLATWISE PLANE (ASTM C297) FOR Kalwall Corporation 1111 Candia Road Manchester, N. H. 03105 BY Timothy M. Kenney Frede~ick G. Hochgraf, P.E. June 29, 1984 · .. ~ :· i : ':,. . ' .... The purpose of ASTM C-297 is to evaluate a commercial material which is considerably different from the Kalwall building panel. The panel which this test was written for is a sandwich consisting of two outer surfaces of plastic laminate adhered to a core which consists of a relatively thin-walled, honeycombed section. The adhesive bonding the honeycomb to the laminate surfaces tends to form a significant fillet to provide a greater bonding area than the cross section of the honeycomb. Failure of the sample will be either in the adhesive or in the honeycomb. Because of the large (8 x 20) cell size of the Kalwall panel, this test method cannot be completely complied with. Section 4 (3) of C-297 requires that samples from products having cells larger than 1/2 inch shall be a minimum of 4 square inches or large enough to include at least one complete cell: ·· The block (described in Figure 1) which must be adhered to the face of the laminate and which must be at least as large as one cell is dimensioned 1 9/16 x 1 1/2 inches. Therefore, one cell cannot have a dimension over 1 9/ 16 inches and meet the requirement of this test. It is desired to have a test method ~hich will measure the adhesive strength between the composite panel and the supporting core material. ASTM D-952 titled "Bond or Cohesive Strength of Sheet Plastics and Electrical Insulating Materials" is a different method which measures interlaminar strength or adhesive strength within a sample. Again, this test could not be directly run on this product due to dimensions. The sample required is a 51 x 51 millimeter sample adhered to two identically dimensioned blocks. Both of these methods are standards which have a similar intent to the desired evaluation of the Kalwall product but neither could be used without exception. ASTM C-297 was selected as most suitable com- promise and the exceptions were noted. There is no ASTM ~tandard even today that will evaluate this product without some exceptions. Materials Laboratory File #CC749-ll-84 29 June 1984 Timothy M. Kenney Technical Specialist Materials Science I Frederick a: ijochgraf, P.E. Associate Professor Materials Science '· SUMMARY OF TENSILE DATA sample Identification sample No. Tensile Strenath < psi) 1 259 2 259 Untreated Samples 3 243 Bond age -10 Days 4 267 .5 273 6 273 7 223 8 243 9 266 10 267 Mean 257 SD 16 lC 381 2C 519 Heat Treated 3C 435 Samples 4C 413 SC 452 6C 438 7C 449 SC 457 9C 354 lOC 481 Mean 438 SD 47 lA 705 2A 752 Aged Samples 3A 751 ASTM 1037 4A 767 Double Exposure SA 820 6A 751 7A 725 SA 919 9A 808 lOA :825 Mean 782 SD 62 scope TENSION TEST OF FLAT SANDWICH CONSTRUCTIONS IN FLATWISE PLANE (ASTM C 297) This method covers the procedure for determining the strength in tension, flatwise, of the core, or of the bond between core and facings, of an assembled sandwich panel. The test consists of subjecting a sandwich construction to tensile load normal to the plane of the sandwich, such loads being transmitted to the sandwich through thick loading blocks bonded to the sandwich facings. The intent of this test was to observe and record the effects of aging on the tensile strength of the glue line between the skin and grid of Kalwall Corporation panels. Test specimens The test specimens were taken from panels manufactured by standard production methods and materials. Each specimen was approximately 2" x 7/16" x 2-3/4"* and was attached with high strength epoxy to two aluminum loading blocks. The untreated samples were bonded only 10 days before testing. The heat treated samples were post- cured at 160°F dry heat for 16 hours and stored for 30 days at room temperature (65°F) while _the accelerated aging was being performed. The aged specimens were tested after two exposures (6 cycles each) to accelerated aging in accordance to ASTM D 1037 (see NHML Report No. 380). Procedure A tensile load was applied at a constant rate of 2.0 inches per minute*. Results The results of this testing are summarized on th€ enclosed data table. From these results it is concluded with 95%:,-confidence that there is no decrease of the ultimate tensile strength of the bond caused by the aging cycle. *Spe9imen size and load rate are not as specified in ASTM C-297. See attached note. ____ , CLIENT: United States Testing Company, Inc. Engineering Services Division 1415 PARK AVENUE• HOBOKEN, NEW JERSEY 07030 • 201·792-2400 Kalwall Corporation 1111 Candia Road P.O. Box 237 REPORT OF TEST Manchester, New Hampshire 03103 88119 NUMBER August 8, 198~ SUBJECT: Evaluation of Sandwich Panel Adhesives Page 1 of 2 tg Laboratories in: REFERENCE: Kalwall Corporation Purchase· Order No. 1693 dated June 1, 1984 SAMPLE IDENTIFICATION: Twenty-five (25) metal-to-metal (2024-T6 Aluminum) lap shear specimens were submitted and identified by the Client as prepared with a Type I, Class 2 adhesive. TEST PERFORMED: The submitted specimens were tested in accordance with ICBO "Acceptance Criteria for Sandwich Panel Adhesives" for the following: A. Shear Tests.per ASTM D-1002 1. 5 specimens@ 73°F, 50% R.H. 2. 5 specimens after. exposure to accelerated aging per ASTM D-1183, Proc. C. 3. 5 specimens@ 182°F. 4. 5 specimens after immersion in 73°F water for 48 hours and dried for 8 hours @145°F followed by 3 cycles of soaking for 16 hours and then drying for 8 hours under the same conditions of temperature. 5. 5 specimens after exposure to 500 hours oxygen bomb (182°F). Testing su~e~ Frank Pepe ~ Assistant Vice President SIGNED FOR THE COMPANY I ~ r ~ - BY -:Z:X...-cv ... .LL ~,'t1.·--<~,,' Frank Savino, Supervisor Materials Eng. Section New York • Chicago • Lo~ ·Angeles • Houston • Tulsa • Memphis • Reading • Richland THIS RE,ORT A,,Ll[S ONLY TO THE STAHDAIIDS 011 PROCtDUlltS iDtHTrrttD AND TO TH[ SAM,L[(SI TESTCD. THE TEST RESULTS All£ NOT NECESSARILY INDICATIVE 011 Rt,R[SENTATIYE Of THE QUALITIES Of THE LOT FROM WHICH TH[ SAMPLE WAS TAKEN 011 Of" APPARENTLY IDENTICAL OR SIMILAR PRODUCTS. NOTHING CONTAINED IN THIS ltCl'ORT SHALL ICEAN THAT UNITtD STATES TESTING COMl'ANT. INC •• CONDUCTS ANT OUALITT CONTROL ,ROGRAIC fOR THE CLIENT TO WHOM THIS TEST a£. l'ORT IS ISSUED. UNL[SS s,cctf"ICALLT s,EClflED. OUR R[l'OltTS AND LETTltRS ARE fOlt THE EXGLUSIY[ USE Of" THE CLICNT TO -«HON THU AR£ AODRESSCD. AHO TH.EY ANO TH£ H.A.Mt ()~ TM,. UNITl'n c:Ta.Trc T"C:TIM.t: rnu••u• • ..,,. l'\o tTc t:f"AI < r,,p tNClt::tJt& ••r w"'T ,.." nr u~rf'\ 11Mf'\rn. .,..,.,. ,., .. ...-.... .e,.,.,.-.,,.rc u, .anvro United States Testing Company, Inc. Selva.! corporation -., TEST RESULTS a Te•t Condition 73•p, 501 Relative Humidity Accelerated aging D-1183, Proc. C 182°F Cycle Soak, Para. 7.2 oxygen bomb, D-572 @182°F, 300 psi NOTE: Crosshead speed by Client. Det. l 2 3 4 5 Avg. 1 2 3 4 ·s Ava. l 2 3 ::·4 5 Avg. 1 2 3 4 5 Avg. 1 2 3 4 5 Avg. was 0.10 Page 2 Shear Stronqth, psi 644 578 S19 525 481 549 727 666 727 681 784 t 717 94.1 67.2 46.2 68.0 43.l 63.7 616 733 769 657 800 715 1400 1460 1560 1270 1370 14io inches/minute as :~: .. 88119 Number Type of Failure 60% Cohesive 40% Cohesive 100% Cohesive 50% Cohesive 100~ Cohesive 70% Cohesive 95% Cohesive 95% Cohesive 951 Cohesive 751 Cohesive 801 Cohesive 90% Cohesive 90%.Cohesive 60% Cohesive 90% Cohesive 60% Cohesive 90% Cohesive -80_% Cohesive 20% Cohesive 100% Cohesive 50% Cohesive 50% Cohesive 100% Cohesive 65% Cohesive 75% Cohesive 50% Cohesive 90% Cohesive 90% Cohesive 90% Cohesive 80% Cohesive specified NEW HAMPSHIRE MATERIALS LABORATORY 14 Schoo 1 house Lc:,e Durham Ne1·1 iiampsh ire 03824 SCOPE ACCELERATED AGING (ASTM D1037) 603 868-1456 Accelerated aging test shall be used to obtain a measure of the inherent ability of a material to withstand severe exposure conditions. The cycling exposure to which the material shall be subjected is a simulated condition developed to determine relatively how a material will stand up under weathering conditions. The intent of this test was to observe and record: 1. Discoloration as an indication of delamination. 2. Separation due to differential movement of skin and grid. 3. Result of thennal shock (rapid change of extreme temperatures.) TEST SPECIMENS Thirteen tensile samples approximately 211 x 7/1611 x 2-3/411 consisting of an aluminum I-beam bonded to two FRP face sheets, .045 inch and .079 inch. nominal respectively, fabricated as "production run 11 material. PROCEDURE Normal ASTM D1037 Procedure calls for each specimen to be subjected to six complete cyc_les of accelerated agi"ng. In order to increase the severity of this test, the number of cycles was doubled to twelve (12}. Each cycle consisted of the following: 1. Immersed in water at 120+ 3F. (49+ 2C.) for 1 hr. 2. Sprayed with steam and water vapor at 200+ 5F. (-93+ 3C.) for 3 hrs. 3. Stored at 10+ 5F. (-12+ 3C. J for 20 hrs. 4. Heated at 210+ 3F. (99+ 2C.J in dry air for 3 hrs. 5. Sprayed again-with s·team and water vapor at 200+ SF. (93+ 3C.) for 3 hrs. 6. Heated in dry air at 210+ 3F. (99+ 2C.) for 18 hrs. After completion of the twelve cycles of exposure, the material was further conditioned at 20+ 2°c. with a relative humidity of 65+ 1% for 96 hours. l I I ! i . I ! I l ! I ~ -NEW HAMPSHIRE MATERIALS LABORATORY RESULTS Frequent inspecti.ons of the test specimens were made during the aging cycles for any sign of de1amination or other disintegration. The results were as follows: 1. No white spots indicative of skin s~paration from the grid were observed. 2. No separation of skin from grid was observed including problematic separation resulting from differential movement. 3. No observable failure occurred due to thermal shock including problematic skin separation from the grid, skin crazing or cracking, and grid intersection failure. It is reasonably inferable from this test that internal material failures will not occur and that glue line failure between materials will not occur under similar circumstances. NEW HAMPSHIRE MATERIALS LABORATORY File #380 June.29, 1984 Tim~enney Laboratory Supervisor -2- .. , ... .. I BEAM BENDING TEST FOR KALWALL TRANSLUCENT PANEL BY JOSEPH R. BOYLE CENTER FOR INDUSTRIAL AJ~D INSTITUTIONAL DEVELOPMENT PARSONS HALL UNIVERSITY OF NE\'/ HAMPSHIRE DURI-!AJ\I, NEl\l HAMPSHIRE f,Li\RCH 6, 197 8 CENTER FOR INDUSTRIAL AND IN~TITUTIONAL. DEVELOPMENT ., INTRODUCTION The purpose of tii:is test was to evaluate a sample of Kalwall translucent panel according to ASTM E72-77. The panel should be manu- factured with productj on materials, techniques, and specifications in ;iccorclance with approved quality control methods. This test was super- \'ised by the Center fur Industrial and Institutional Development, and i..he panel was manufactured by Kalwall; Kalwall is responsible for meet- ing normal production specifications. The critical production procedures were \dtnessed as part of the test procedure to verify that production (.;quip..:ent and personnel were utilized. PROCEDURES Oa February 16, 1978, six samples of Kalwall translucent panel were testeJ. according to ASTM E72-77. The panels were 12 1/2' x 4' x 2 3/411 thick ,,d th • 060" thick exterior face and . 04511 thick interior face. The .045" interior face was Kalwall type 25 material and the .060" exterior face ,,as type 30 material. The grid core module is 811 x 20" staggered type· ::anufactured with 2-5/8" type 6063-T6 aluminum I-sections. The samples were manufactured by Kalwall utilizing their usual pro- <luction equipment and materials. The test supervisor witnessed the sizing of the aluminum framework and application (by flow technique onto the moving I beam) of the adhesive on December 21, 1977. The attachment of the interior and exterior faces was also wi tncsscd on December 30, 1977; and, to the best of my knowledge~ production equipment and materials were utilized. On the test date, the six sample specimens were tested according to /\STM E72-77, Section 9-, Trnnsverse Loacl--Specimen Horizontal,· with one CENTER FOR INDUSTRIAL AND INSTITUTIONAL DEVELOPMENT -., .... ., . Kalwall -2 exception. 1i1e panel deformation was measured using a scale graduated in .01011 rather than with a dial indicator. The scale was read with the aid of a magnifier. The temperature during the test ranged from 25°F to 39°f. The loaa was applied to the two rollers as shown in Figure 3 of the method. Three spacing panels were placed on the rolls, and 55 gallon drums containing water were centrally placed on the panels to achieve the desired total load. The panel span was 12 feet with the loading rollers placed 3 feet from the support rollers. The load rollers, support panels, water, and drums were all included in the load. The initial dimension form the reference frame to the panel was read before and after the support rollers were applied. The initial load was then added with deflection read immediately and after five minutes. The load was then removed except for the properly spaced load rollers, and measurements recorded initially and after five minutes. TI1e second load increment was then added, measured, and removed in the same manner. The test was continued until a significant permanent set had occurred in the panel. The total deflection was considered to be the sum of the deflection due to application of the load rollers only and the deflection due to the addition of the load increment to the load rollers. Three samples were run with the .04511 thick interior surface up and three with the .060" thick outside surface up. After l,.he test was completed, a sample of similar face material was analyzed for glass content and found to contain 23.3% glass. CENTER FOR INDUSTRIAL AND l~STITUTIONAL DEVELOPMENT ~I-!) 1. dwal I -3 RESULTS l\:--:il C,\LCULI\T!G::S Tile load clcflect'.i on curves required by the test method arc on pnr,cs 6 to 9 and the calculntccl data is summarizc<l on pages 4 and S. A sample r !lcul,1tion for Panel No. 2, Load Increment No. 1 is as follows: Zero Load 54 lb. Load Rolle.rs Deflection (Preload) First Load Increment 15 lb/ft 54 lb. Load Rollers (Preload) Deflection Deflection (Preloa<l) Average Deflection 6.01 6.15 .14 7.26 7.26 1.11 .14 1.245 5.90 6.20 .30 7.14 7 .14 --:-§4 .30 CENTER FOR INDUSTRIAL AND INSTITUTIONAL DEVELOPMENT f'IU1' "'. J ' .. ; : .1 1 • !t! .1 \ r,. · .. ALL CORPORATION j• • • I , :· ' •.•'!I Ill , I 1' !: H I • I I I' ti• , • II , ft , I.. , : · • :-1arch 6, 1978 Bending Moment o.nd "E I" Fuctor Calculation from Bcum fier.dii.,~ ·~·c:.~, for Translucent Panel. EXHJBIT "E" EI Factor Calcula.tionr,: At: At, w w E I L s E I = 11ws3 768 EI = center deflection-. inches = total load -lbs. = unit load -lbs. per square foot = modulus of elasticity -lbt. per square inch = moment of inertia -inche3 = panel length -inches · = span length -inches = 11ws3 768 .Ai s = 150" minus 3" to supports = 144" span W = ( h 1 X 12 1 ) 'W' = 48. 0 W E I = 11(48.o w) {144)3 76BA4 = 2.053 X 106 AJbin2 Bending Moment CalculRtions: M = Ws = (4 e w) s = 48 X 144 w = -8--8-8 Loading Deflection Bending·Moment E I 86li Vin lbs :eer sg. ft. inche:. inl"h lbs. lbs. inch sous.red 1~.o 1.28 12,960 6 24.l X 106 .-2 .4 2.20 21,080 22.8 X 106 35.0 3.29 30,240 21.8 X 106 44.5 4.36 38,450 21.8 X 106 55.0 5.66 47,520 20.0 X 10 lbs ,· : .· ... Data Summary of Physical Test.s 4/28/78 Type 25 Interior Face Tensile Strength Thickness Adhesive Thickness Type 30 Exterior Face Tensile Strength Thickness Adhesive Thickness Aluminum I Section 6063-T6 Material 60.63-T6 Tensile Strength Kalwall #2500-SA 10100 psi ASTM D638 .044511 .0155"* 11900 psi ASTM D638 .0645" .0135"* 35100 psi ASTM B557 * Adhesive thickness was measured on material ~emoved from an actual test panel. CENTER FOR INDUSTRIAL AND INSTITUTIONAL DEVELOPMENT C!!!) 1 .. . .. Load ? lb/ft- 15.0 24.4 35.0 44.5 55.0 Bl:NDI;~G f.Jo;.1r:;..;r /.,'\O DEFLECTION DATA su:,L\lAit y KALWALL TR,\NSLUCE\\T Pl\:~EL Bending Deflection Moment Outer Fae':_~ inch-lb. inches 12920. 1.28 21120. 2.21 30230. 3.29 38420. 4.36 47530. 5.66 Deflection Inner Face l:£ inches 1.25 2.18 3.21 CENTER FOR INDUSTRIAL AND INSTITUTJONAL DEVELOPMENT C!L:> rr-.... ~_,.. ri,v rnrr.,nr lTI At ' . • .. Smnple Number 1 2 3 Summary of Results Knlwall Tr.:insluccnt Panel .045 Thick Surface Up. .060 Thick Surface Down Unit Load Load lb lb/ft2 212.s 4.4 718. 15 .·O 1173.5 24.4 1679.S ss.o 718. 15.0 1173. 24.4 1679. 35.0 718. 15.0 1173. 24.4 1679. 35.0 Deflection At Load Inches .37 1.20 2.10 3.13 1.25 2.19 3.19 1.27 2.16 3.25 Deflection 5 Min. After Load Inches .36 1. Zl. 2.11 3.17 1.26 2.20 3.23 1.28 2.17 S.27 Deflection At Load Release Inches .025 .06 .105 .03 _._06 .11 ~- Deflection S Min. After Lend Release Inches .oo .005 . 035 • 08 .015 .030 .065 .01 .045 .08S CENTER FOR INDUSTRIAL AND INSTITUTIONAL DEVELOPMENT ................. .. . . ........... _,,. I • s S11r.11:i:1ry of Results K:il\·:all Translucent r.:rncl .060 Thick Surface Up, • 045 Thick Sufocc Do\m Deflection Deflection Deflection :;ample Unit Deflection 5 Min. At Load 5 Min. After ::ur:1bcr Lo:i<l Load At Lond After Load Release Load Release lb lb/ft2 Inches Inches Inches Inches 4 718 15.0 1.25 1.27 .035 . 02 1173 24.4 2.18 2.20 • 07 .045 1679 35.0 3.24 3.27 .095 .075 2134 44.S 4.35 4.38 .175 .130 2640 55.0 5.64 5.72 .305 .285 5 718 15.0 1.29 l.30 .035 .01 1173 24.4 2.20 2 .• 21 .04 . 02 1679 35.0 3.30 3.33 .095 .055 2134 44.5 4.32 4.~s .145 .110 • 2640 55.0 5.59 s. 63 .320 .285 6 718 15.0 1.28 1.28 • 04 • 015 ~-1679 35.0 3.235 3.27 .095 . 07 7.134 44.5 4.31 4.345 .170 .14 2640 ss.o 5.5'1 5.625 .335 .295 . . ... CENTER FOR INDUSTRIAL AND INSTITUTIONAL DEVELOPMENT --/' . ~ .... . _,.,,.,.·.' / , ,,,· . ., NOI{Tl-IWI~ST I..JABORATORIES APPLIED INDUSTRIAL RESEARCH HAIi AIIILIAIIONS A.S.T M · ACS • A I.Ca f .. AC t • AS M . AOC S 4 .wt. N t, f 2 0 0 J A M £ S S T R l l T • S E A T T l t , W A_ 5 H I H G T O H 9 8 1 0 4 • T £ l E P H O N f .M A . 7 • O ~ C O Report to: Kalwall Corporation Report on: Thermal Transmit tancc "U" Tests Date: Lab. No. Hay 25, 1971 D 2556-2 4-19-71 Test Thermal conductivity tests were conducted according to ASTM procedure C-236 on a speci~e~ 11 Kah:all" building panel r;ub-raittcd on February 19, 1971 and described as follows: Panel A-6 standard 2-3/4" thick tr.:inslucent inoulated "Kalwall" panel, having fiberglass reinforced polyester faces laminated to the extruded aluminum grid core. The air_ spaces are filleci with 2-1/2" ~ 28 grao/sq.ft. translucent fiberglass insulation b.:itcs. Light transmission is 20%. Edge insulation vas applied to spccioen during test to minlmize guard area conduccio~. Copper-constantan thermocouples located 4 11 frot:2 panel surfaces were employed for air temperature.measurements.· Same type thermocouples held in place with a single layer of tru:1sking tape were used to record surface temperatures. A model 8105 Foxboro indic~=~~ potentiometer, calibrated fro~ -200 to +200°F. uas used to read thermocouple c~t?ut. Refrigeration_ t.e:npera cures t1erc at cain:?d by circulating air (15 mph velocity a c tcs:: surface) through copper tube heat e::changer carrying cooled alcohol. The ccccrc.:.l :cs: box was 3'x3'xl-l/2' surrounded by a 6'x6'x3' g1!41.rd box. Metered box air natural circulation was assisted by a .01 hp blower unit counted within the box and octcre~ as pert of the power input. Panel ~as tested without preconditioning. Test Results: Theraa.1 transi::iittancc 11u11 , I3TU/hr./sq.ft/°F. Test Dntu: Test Area, sq. ft. Guard area; sq. ft. Refrigeration are~, sq. ft. A!r ;;-clocity, war~ .side Air velocity, cold side Average c.ir tc::1pcraturc L1 11 froo t-:..:1rr: oicc, Averc.GC air tco;)craturc L,11 froo cold s:.dc, Test ?Cried, hrG. !\\.'er::~~ l:c.:-:c i~p~t: t·!.!l. o.,.. s: • o~ .: . Panel A-6 ·• 263 9 23 32 Natural convcc:io.: + .Ol hp fan 15 oph 66.675 -4.3 ~-:0;_7.TiiWEST LABORATORli:S •• ,,... ,. , •·. -•• t t 't ' , •. ~ . . . . . t' -..... -,. -.., • .. ... --..., • .. -• ,. I '· I, -• c;u ... ••c,, .. ,, • ._ ••~"' • •u•••C•1•o ... , ... ,., •••••~,o rc .. o• .. o ...... ,,,. aut .. o••t11,t10 ... :-,.Y .,.-!_, ... ~ :r .. \ I ' f .,..! ,l11ly 30, J.972 KALW/\I.L "U" f/\CTOR Per Northwest LaLoratories Test :i D 2556-2, Kalwall In:mlated Panel has a "U" factor of 0.263 BTU/hr.-sq. ft. -°F@ 15 mph wind velocity Kcilt·tall Resistance II!) II ., = Conductance of Air Filr.i;'; Therefore 11R11 of Air 1Film l = u II llf 0 It f II 0 11R11 minus outside Air Filra 1 0.263 @ lS mph = l 5.1 = 5.1 Conductance of Air Film:': 11f O" @ 2 mph = 2. 0 11R11 of Air Film~= "f O" @ 2 mph = l 2.0 II R" @ 2 mph = 3.80 = .20 = 3.60 = .so 4.10 11u11 G 2 rr.ph = l = l = 0.244 BTU/hr. -sq. ft. -0 r R 4.10 .. ·-... Therefore a Kalwall Insulated Pan.el has a 11U11 factor of o. 24 BTU/hr .... -sq. ft. -0 r at 2 mph fi,o/ tf? ad. 777 ..... Geoi<ge P. Reed lII.. . : f.?.-. i/!i:: ,.,,L·, -.·: Fig. 30 page 85 "Heating, Ventilating, 2.ud Air Conditioning Funda'mentalsr~. by Scvcr:1s a,ld rel:· ws ~:-I • 'I ''· l !• '1 I" I ~1 i'' .~ I (j !_· 1-· .. i·: r. i": •' .: :.. . i I .. : .. .. . . ! : . ' ' ' I ;, }t: __ .':>-A.RCH /TECTU RA L 1· .;--=;t~~':.~ct,h -·-,-~-;.;:f: c:r,i·-;::7;· ···..:·.. · ~ rEsr,NG-·j1jf f} -,N.c:· TW0INTERCHANGEPLACE • YORK,PA17402 • FAX717-764-4129 • PHOl:E ;-I 7·6~6-7700 PERFORMANCE TEST REPORT Rendered to: KAL \VALL CORPORATION 1111 Candia Road rvfanchester, New Hampshire 03105 SERTES/:\lODEL: 0.40U Panel Report No: ATI-6566 Test Date: 04/26/89 Report Pate: 05/19/89 TEST SPECIMENS: 2-3/4" thick translucent sJ...")'Iight-roof panels, total of 3 specimens OVERALL SIZE: 3'-4" wide l1y 4'-4" high FINISH: Aluminum was mill finished TEST SPECIMEN CONSTRUCTION: Each panel consisted of a nominal 2-3/4" thick I- beam panel of sandwich-type construction with an aluminum curh perimeter, a vertical 2'' double tee batten and a horizontal overlap batten. The interior and exterior skins were bonded to an aluminum I-beam grid core. The exterior, referred to as "Standard Super- weatherini!", had a nominal wall thickness of 0.070". The interior sheet, referred to as "Standard~S-170", had a nominal wall thickness of 0.045". Both skins were fiberglass reinforced plastic. _The air space between the two skins was a nominal 2-5/8" (see Figure .JJ. 1) . . . 71"' • . .• • • . TEST PROCEOlJRE: The burning brand test was performed in general accordance with Section 9 of ASTlvl E 108-83 "Fire Tests of Roof Coverings" on three test specimens. · For each of three test decks at an incline of 5" to the horizontal foot, a well ignited Class A burning brand was positioned over the "T' joint formed in the test sample. Similar results were ohtained in each test. Smoke was observed on the underside at the horizontal joint after approximately four to five minutes. All action ceased and the tests were terminated after approximately nine to ten minutes. At no time during these tests were any flying flaming brands of roof covering material produced. Al.so, at no time during these tests were any sparks or flames noted on the underside of the test deck. These results comply with the Class A requirements. TITI .E OF TFSTS 1. Burning Brand Test RESULTS Class A performance ,_... !':,. ATI-6566 Page 2 of2 A copy of this report will retained by A TI for· a period of four years. The test specimens were returned to the client per. their request. This report is the exclusive property of the client so named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. ARCHITECTURAL TESTING, INC. ·--~/- David G.-Moyer . · : . Director p(."I:esting Services · . . . . . . ~ . ~ . .. . : :: ~ •· .• ! ' . . ., . ~ ' · DnV:dml · 6566 ,. ••• I---:• I = Daniel J. Wise .Technician r-. / . . --.,---:: .. / -/-- ,; i-------s~.--------- TYPICAL TEST PANELS Ovrr.; ae> · V ~ ! .. .,. ,t VULCRAFT A Division of Nucor Corporatio P.O. Box 637 ,...,_~ Brigham City, Utah 84302 (801) 734-9433 H SERIES HYBRID DESIGN EXPLANATION K SERIES HYBRID DESIGN EXPLANATION LH SERIES DESIGN EXPLANATION G SERIES DESIGN EXPLANATION Vulcraft joists/girders are computer designed in accordance with the latest specifications of the Steel Joist Institute (SJI). JOIST/GIRDER TYPE BASE LENGTH The type of joist/girder being designed. The standard length of the joist/girder. Overall length minus any top chord extensions. (ft-in) DESXGN REQUIREMENTS SJI SPECS DEPTH BS LENGTH J'OIST SPACING BRIDGING SPACING BRIDGING DEVELOPED ISSUED 04-14-87 REVISED 06-18-87 Latest edition of Steel Joist Institute (SJI) Standard Specifications. The nominal depth of the joist. (in) Base length as previously defined. The unsupported top chord (Girders only). (ft-in) length The maxi bridging. 1 Submittal # :!, um KOLLCQ~SIRUCTJ.QN CO~~y 0 ft> :::,WN!F<'ACTOR~EVIEW DREV!EWED D REVIEWED WITH COMMENTS 0 REVIEWED-RESUBMIT Reviewed tor genera1 :~onformance with contracl requ1rements Contractor·!-' r0vie.w ooe!:-rioi relieve subcorrcr::ictrt ,,md,1q1 venarn ,)t hJS responsm1lib : · 11rrien::;ion:; quantit1e::, 1t.,::c..1rac, .;1 ,:ornoleteness of this .-;;ubF=1rr1::· 1r t·, n :1nv responsib,lr, . •quu·-,.. ·J•, rhr-. ;arr-:~. and CO:!dtt!: · ' ··,,~ '')!11Ja('.t,f), · ,.",3Se i.derw1t1 \·11· ;n,,s1:r,v:t1c, ', ·:;~ny . ..,.,._.._lf_:fb ,. .. -.tit---·--Date ACTUAL DEFL INCHES TOT.AL LOAD l...IVE .LOAD *UPLIFT LOAD REQD R~SISTING MOMENT Rl;;QD END REACTION j Indicates bottom chord extensions such as .ceiling ext·ensions (1 angle ext-ended.) , stru t.s (both ang 1 es e.x tended) , and square e.nds. The dimersio~ is the distance the chord is· held back n~ e~tended past the overall length. If none of the~e conditions exist the:> ends are designated as stand~r~~ (ft-in) The r-esul ta.ht t-o ta I .ldad and 1 i ve 1 oad' deflection induced by the loads indicated under the load criteria sect i Q n. ( in ) The total u~ifdtm de~ign load. (plf) The uniform live load for a deflection check~ (plf) The uniform µpl i.ft d!.:;!~ign load. (plf) The published requited resisting moment for standard·· SJ! "H" series joists or, the required re.sistLng moment. induced by the l·oading ·on. "K" series and sp.ec:ial Joists (oc::tl..\l"'S on "H" and "K" Serie-s hybrid designs only). (in-lbs) The pub l ishi=d required end reaction fbr standard. ,SJ·t "·H" series joists or, the required end reac:tion induced by the· lo~ding on "K'"· $Erie!:? ~rid spec:ial joists (cc.curs :qn ..-H,i and "K" series hyb.r id de$igns on.l y ) .• (lbs> :"'-~*Gl:JNCENTRA-TED·,:1:;0ADS,.··--··---nie additio,r,al cor:1c:entrated loads at l -· ---·· .••.. : .... :i .,.,;-:':· }i.::.:.-. pknel pd i r-its and/or at di stances from I \ i1,, ' \_ ! , ,-' ' , 'r; ' , 1 ' .,,.., : < • • i j i ' <, : , • , i.. . ,., .,., -.' , i .• , · .! -1· base. length. (lbs) ,,',: .. _;'_!·i-'\ ;f~:·:~:u··~: ... l i', l *TGX/C·ANT LOAD ·L.;., .·,·.:: ··m\le ioading for t-op .... 1·:·:,;:t·:··~: ti~·; .. · .. \"_,: .-:~ ·, ~;_;cant i 1 ever des i.gn. r;,,· t"<. : .'.'3'rr:: \'tn~in~pan to·tal load .:i.1,:'-~ .• ·;:•: , .• 1.'.t:,,· .:.·.serie·s hy,l;:rri·d cles:ign : :,.·., · .. , ,tn_ · .-;::,.p tus. 10 percent for ···· ·· ,. ,. , : .• · o th-erw ise specified. : i.,· ·: ... '.·· ~ ' : : . i IS.SUED 04~ 14:...97:-~ . · · ' · RE{/ISED 06-18.:,87 ' . ' , • ~ • I • • ', '~ > ,. -I,• '' I ' , ' i .. ~ -~ ' ;~ • t l 2 • f '. .f l , .. t '""""' """' ;,-...r:--, .,.,_... --~ .... t~., ... ,. .. , ....... ' ~ . ' . . . . .. :..... . ... ., ' • l I • • • , ~ . , . ~~ ' . , +. ?~--j l ,..,. ...... -:-"""-' chord extensi~n or Equal to the on "·H" and "K" or mainspan 1oa~ LH series if not ~~BASIC DIMENSIONS~~ WK-LENGTH LEFT/RIGHT END PANEL LEFT/RIGHT VAR DIM INTERIOR PANEL AD!M BD!M DEPTH LEFT CENTER RIGHT *TCX LEFT *TCX RIGHT Working length is the distance from the intersection of the centroidal axis of the top chord and first web member at one end to the same point at the opposite end. This is also the span from the theoretical reaction point at one end to the theoretical reaction point at the opposite end. Base length minus 4 inches. (ft) The horizontal distance from the base length to the first bottom chord panel point at both the left and right end of the joist. (ft-in) The horizontal distance form the first bottom chord panel point at each end to the next top chord panel point into the span. (ft-in) The quantity and length of standard size panels. (ft-in) The dimension from base length to the first joist location from the left end. Joist girders only. Cft-in) (See Sketch Page 12) The dimension from first joist location Joist girders only. (See Sketch Page 12) base length to the from the right end. (ft-in) The actual and effective depths are shown for the indicated points. The length of top chord extended left and/or right of base length. (ft-in) •~STRESS ANALYSIS•* pp LOAD-LBS ISSUED 04-14-87 REVISED 06-18-87 Top chord panel point number. The load that is applied at each panel point due to uniform loading and concentrated 1 oads. ( 1 bs) 3 -! . I EFF DEPTH WEB SLOPE AXIAL LD .IN .WEB AXIAL LD TOP CHORD AXIAL LD BOT CHORD ,j ~ffective dept~ i~ the dista8ce from the ~enttqidal axis of the top chord to the centroidal axis of the bottom chord. <in>. Vtilcraft web system numberL (Se.e ske-tch page lOand 12). The slq~e of the intjicated web member. The axial force iri each web. Positive/ tensi..pn, neg:at i ve / c:.ompr·ession. (lbs) The top chbrd ~xi~l compressive load. < ibs> The. ~ottom cho~d a~ial tensile load. <lbs> -K-*-CHOf-~D DES :.t SN-*'* STEEL Fy LEND PANEL PP L END f>ANEL .Mp· L VAR PANEL PP L VAR P:ANEL MP INT PANEL PP ·I NT PANEL MP R VAR PANEL MP R VAR PANEL PP R. END PANEL. MP ISSUED 04'-'-·14-87 REVISED 06-18-87 'The yie.lp 'stres~ o:f the steel used fpr c:hor·d design. < psi Y Left end ~~nel, pahe1 pnjnt. ( $ee ..£L. o\n s·ke:tch pages 10 and 12) Left end panel, ~id panel. < See . .di_ on .sk.e.tch pages 10 and 12) Left varia~le panel, panel point. < See _L_ o·n sketch -page-s 10 and 12) L~ft variable panei, mid panel. < See JL on s'ketch pages 10 and 12) Interior p~nel, panel point. <See _g_ on sketch pages 10 and 12) Interior p~nel, mid panel. < Se.e _E_ :on sketch pages 1 O and 12) Ri.ght variable panel, mid panel. ( See· ..la_ cm s·keti::h pages 10 and 12) Right va·riabie panel, panel point. < See ..J:L c:>n sk!;?tch pages 1 O and 12) · Rig,h:t \?-nd panel, m.id panel. (See __L_ on s.ketc::h pages 10 and 12) 4 REND PANEL PP AXIAL STRESS AXIAL RATIO MOMENT UNI LOAD BENDING STRESS BENDING RATIO COMBINED RATIO TC BC SEC DESCRIPTION AXIAL LOAD K KL/R I DEV FLRS ISSUED 04-14-87 REVISED 06-18-87 Right end panel, panel point. (See _JS__ on sketch pages 10 and 12) The stress due to axial chord forces at indicated points. (psi) The ratio of actual stress to allowable stress. The moment produced by the uniform loading. (in-lbs) The stress produced by the uniform load moment. (psi) The ratio of bending stress to allowable bending stress. (Interior panels are not designed for bending when panel length i 24 in. per SJI Specification 4.4a "H" and "K" series hybrid only). The sum of axial ratio and bending ratio. Top Chord Bottom Chord Vulcraft inventory section number. The angle size in more conventional and familiar terms. (Leg X Leg X Thickness) The maximum axial load in the top and bottom chords. (lbs) The effective length interior panels for bottom chord. factor of the both the top and The governing slenderness ratio for each chord. The developed moment of inertia of the chords, about the neutral X-axis. (in4) Number of fillers unsupported length about the Z-Z axis. 5 used to reduce the of the chord angles •,',; LENGTH 1 AXIAL STRESS ' CBRMP The overall ll;!ngth of the top and bottmn chord. (ft-in) The ma·ximum bottom chord axial stress. (psi) Combined ratio at mi·d panel of the . bot tpm chord •. *BOTTOM CHORD UPLJFT ·Th~ axial loao, effec:tive length factor, slenderness ra.tio. Axial stress and combined ratiQ at mi.d panel for the up 1 ift la.ad ing on th.e bottom cho1-d. (Note~ Bottom chord is in compression) BOTTOM CHORD EXTENSION. The distance the 'bottom chord is ex-t·end.ed pa.st the· fi.r·st bottom chord panel po int. ( ft-in) L/360 LIVE LOAD DEV The 1 i ve Load that ll'H 11 induce a defle.cti·o·n o·f 1/360 .times the wor·king lehgt~ based on the developed moment of i n er ti a • ('-p 1 f > L/240 LIVE LPAD DEV TOTAL. LOAD FOR DEFL *$EC· *TC · *BENDING MOMENT. ISSUED 04...,.14-87 R~VI.SED 06-1-S.,..87. .Th~ live load that will induce a deflection of 1/~40 times the working l~.ng.th pasE:?d ori the deve·l oped moment of inertia. Cplf). Th.e equivalemt t,otal uniform load u.sed fo~ the aetuaI t6tai lbad deflectton calcul~tinn~ (plf> Vulc:raft inventory <.:;ection number. Top C.ho.rd The momeht ~t the support due to the TtX . loads~ (in-l~s) The· sect Lo.n s,i::1ec if i.ed by Uri::!> modulus required or allowable bending stress. The developed minimum section modul~s. (in3) 6 : ·: ':(~.,) ' I . )• . '.t *REQ I *DEV I *DEFLC IN *LENGTH *BEARING DEPTH The moment of inertia required or specified by deflection criteria. (in4) The developed moment of inertia. ( in4) The maximum allowable deflection. (in) The member lengths. (ft-in) The design depth of the TCX members. < in) ~~END PANEL DESIGN~~ AXIAL LOAD K KL/R FLRS WEB TO END BASEL NGM B DEPTH STEEL Fy MIN VERT SHEAR END REACTION ISSUED 04-14-87 REVISED 06-18-87 The axial load in the end panels. (lbs) The effective length factor for the end panels. The slenderness ratio of the top chord end panels. The number of fillers in the end panels. Vulcraft web member the orientation members. (2D or V) number. of the Indicates second web The horizontal distance from base length to the second top chord panel point. (ft-in) No governing interior moment. The depth of the bearing shoe at each end. (in) The yield stress of the steel used far the design of web members. (psi) The minimum vertical shear far which the diagonal web members are designed. (lbs) The maximum end reaction. (lbs) 7 i . WEB , NO DESCR'IPTI'ON Q K KL/R. REQ AX.LOAD DEV AX_ i.,.OAD REQ FILLET .WELD STZE AVBL WELD SLOT *WEB *.NO IS$UED 04-'14-87 REVIS~D 0~-18-87 The Vulcraft web member number. (See sket·ch on page. 10. and 12) • Vulcraft inventory section number. ~ . The secti9n size in mote conventional and familiar term~. The quat:1tity of indicat.ed sections comp·risirig the web member. the effective length fa~tor for the web .member. The slenderness mem~er. ~atio for the web The axial l-0ad required either based on _analysis or minimum v~rtical shear. :( + ) 'ten=? i on , ( -. > comp r .es s i on . ( 1 b s ) Th!= developed audal load. ( -) c·ompress ion. ( 1 bs) .• ( + ) t ens i on, The lengt-h ~hd siz_e of fillet require.d to resist the ~equiied axial load. (length X :fillet) ('in) The Ieng.th .of f i 11 e·t avail ab 1 e based on the _geometry of th1;= joist. <in) The equivalent length of fillet weld fbr a slo,t ~-t· plug we)crt·. < in) -Vu.l.cra,ft v-Jeb member number. (See sketch olfl page 10 af)d 12) Vul~raft inventory section number. The section. size in more conventional and f~mlli~r t$~ms~ The quantity df indicated sections ~q~pri~ing the web member. The effective Ieng.th factor for the web member. 8 . I ·.·.1 *KL/R The slenderness ratio for the web *U REQ AX LOAD *U DEV AX LOAD BRIDGING REQUIREMENTS member. The axial load up 1 i ft loading. The developed (lbs) Bridging design Specifications. *PRINTS OUT ONLY WHEN REQUIRED required due to the (lbs) axial load for uplift. information per SJI NOTE: SKETCHES DEPICT TYPICAL VULCRAFT FABRICATION DETAILS AND ARE NOT DRAWN TO SCALE. If questions arise concerning any portion of this explanation please contact our office at (801) 734-9433. Please reference the Vulcraft file number and job name in all communication. ISSUED 04-14-87 REVISED 06-18-87 9 ]] I ...1: (QJ 0 ..JI l-o CJ) CD·= I[) .TCXL •·., ISSUED 04-14"'"'87 REVISED 06-18-87 STANDARD ll:H II & II K II HYBRID AND II LH11 SEi=fIES . JOlSTS:. OVERALL LENGTH BASE LENGTH ~ c;, I (QJ =--------=! ... F---------IL~===~=1============~=====r==;~7i~~~I 6~~~====-=d · ~-----''-c~ le H LE LOG; t:=========t::::=is===·, ,, ,, 4 "STD · EARING_ I~~;~:~~~~~~t~~;:;;;::;~~~~:;;~~~~;;;~~;;:;;;:;;;;:;;;~~;~;;:;;;;:;;;~~;;;*;;;;'.~~~~:;;;;~ ~~~~~~~~d @"H" $ ''K" II,~ 0 -<"I CD C\J BCL LEFT END PANEL : ,. · BASE LENGTH WORJ<ING LENGTH 0. 0· ©-E\0 (§) @ I /~ ·r V2 6 V3 / '\j/5 \J/7. ~ff' INTERIOR PANELS 0 PANEL POINT NUMBER \ X WEB MEMBER NUMBER \ "-V5 / 7~6R @ _@ "-· V6 5\l/4R RIGHT VAR., DIM· SCA_ TCXR RIGHT END PANEL ,, :: ~.:;)\ . :~,:;.i .... 'Ll ·t· .,) (fil :t' .J, ~· --------,---· H & K HYBRID AND LH SERIES .;. ~ FABRICATION DETAILS l ·:ta: T BASE LENGTH L ';; ~ TC~ 3"x3" ANGLE ~PL 1"X4"X0'-4" "LH" SERIES BASE PLATE ?/ STANDARD JOINT DETAILS :il:c ::J I-t fu -i: a I~,wrnm, (NTS) "H" & "K" SERIES HYBRID BASE PLATE 1 ~~ "H" & "K" SERIES HYBRID BASE PLATE \-~ Aft= J, = llAIL ______ J~ 1 ANGLE SEC. A-A ISSUED 04-14-87 Pl="\/TQr::-n nc:: ., r, r,-, I.J~IS~ GIRDERS I OVERALL LENGTH BASE LENGTH 0 @I~ ·CO C A C C B I$SUE0.04:-14-B7 REVI$ED 0$-Hf-87 0 a:IW 0 m-.. (0 . ~~~~~~~~~~1 · . --. . ~ s==.,=='== [ JC :Jc .. HOLE Lbc ~ r /'\ .. I . / '\ I . . . . :re 7 \ -I /\ j· . . . . . I j .. / - 8-CL 00. ' . . . . . ·.TCXL· .r.,-'· ;-a,";~,_:,- LEFT ENO , ~~ PANEL :..-},i" ~-•,-.',p,t .. , 0 0 (1~- BA$!; LENG'fH WORKING LE:NGTt:l 0 0-E\0 0 @ @) @ 6 V3 -f \J/ ~'Vi. '7~6~5~4R ,..:..,, INTERIOR PANELS 0 PANEL.POINT NUMBER \ · X WEB MEMBER NU~BER \ ' . :BCR. TCXff 2" RIGHT ENO PANEL .,l· \' •> ~ 1J BASE LENGTH l . • i-TOP CHORD 1 ~ w b-s&: \\ ~ ~ /J '-0: II /7\\ II A=Jl JOIST GIRDER FABRICATION DETAILS BOTTOM CHORD ST ANDARO JOINT DETAILS (NTS) [ID,. ] ~ ~ ::::i"x3/8" ANGLE ~ 16 L~ -PL 1 "X4"X0'-5" BASE PLATE BASE PLATE §1~ ti fu <C a A G=-1-=-11. ~;--:_:---~ # 1" SEC. A-A ISSUED 04-14-87 QC\/Trrn ,...,,,.... •,.... ---. ,f --.. -r.,_ • ,; • • • 'f'=-; ~vuLcRAFT? . A DIVISION OF NUCOR CORPORATION ~. ENGINEERING · DEPARTMENT '1ff ll P . 0 . BOX 637 {V'' BRIGHAM CITY, UTAH 84302 (801) 734-9433 ~~ 0 JOB NAME: PURITAN BENNErI' VULCRAFT FILE #:_94_-_9-_4_32 _____ _ LOCATION OF PROJECT: CARLSBAD, CA CUSTOMER: __ s_CHUFF_-__ s_TEEL __ COMP __ ANY ____ _ DA TE: ___ 6-_7_-_9_o __________ _ REVISION NO.: ________ _ LIST JOB DESIGN CALCULATIONS ·FOR FINAL USE These calculations have been prepared in accord::nce \·Ii th the l::::ading::; specified on fabrication lists submitted to Yulcraft by our customer. LIST NO. DATE 1 May 21, 1990 2 May 22, 1990 3 May 17, 1990 5 May 18, 1990 6 May 21, 1990 7 II II 8 May 16, 1990 10 May 22, 1990 11 May 21, 1990 12 II II 14 May 22, 1990 15 II II 16 May 21, 1990 18 May 18, 1990 ],9 II II 20 May 23, 1990 21 ,. May 22, 1990 22 May 21, 1990 23 II II 25 May 18, 1990 LIST NO. DATE 26 May 18, 1990 27 May 22, 1990 28 June 1, 1990 29 May 21, 1990 30 II II 32 May 18, 1990 33 II II 34 May 22, 35 May 21, II II ~~ Submitta -#~ 1e K~L CONSTRUCTI N COM AfriJY' 40 CONTRACTOR ~EVl@My 22, 0 R~WED May 18, 0 R~WED WITH C0MMr NTS May 21, D R!it11::WED-RESUBMIT 11 11 Reviewed for general confo mance with contract requimrnents Contractor's 1·eview ,10e~ n t relieve subcorrtractat -;r.(~;'\! .. e:1.:1, -r of l11s resporis1b1lit1,, •f.ir ~!fl'!f::flSIO! 1 • quantlt!e!>. ,:'C".:ijrnc,, .;i' ,:o;-; oteteness of this -~ubrrntt,:: 1: ·~,y: ,, · 1990 1990 ! ! •'f/.,,.. 3. ... '-/./ HNI( 01Y DESIGNATICIN CMNU. \.Dl61M TCXI.I TCXA IBASEt.ENinH PITCH! nPE: Sl.OPE HI . RIGHT LEJ"T I Rl6H1' RATE &o or-ED.. I GI" EDR r/ I 'Z 4«./1~#.Ji ~ 3'1 !, :J I I ,-12 ,z 11'2-vC ...,.&O 41!-414, I /.!41 I 4o-fJ_?,l.f ?'3 14 /bf>~ 41t4~11!.4 t 1 r4 r5 1"'&=, .,-7 -rt> r? .,-5 .,., r& ". .! I 41~4~ I J'IL't"t 6Z !EA!//12 I ~A~,,~ I C, 0 .3A !. 71:J. 8 -I -!iii .. ~.~ 39t11 1~1 ~ .,. {.-,00 8P SL.OT LEFT CCN) l.OCATICN 7 i b~ 7 3 8P SL.OT RIGHT CCN> LOCATION 7 3 I 7 -3 .. /kt-I clo ~ ,i, ··=· -. I • ,. -,II r,,("\~ 5 3c{,q 'i ~ ii~11i. I . I FIXED IOEflT ure:w.. MOEJt1T ec 1.yy ltaJ. TC "NET L£1IT RIGHT I.EFT RIGHT . DIST.ycE AXIAL floa: t.FUl'T I -_.- ,.,... ~c,c~, P\\-' ~ V • ' ~: .. I .. A !1QQ{\ MAFK LOAO DISTANCE L0AO OISTAHCe LOAD DISTANCE ~ SPUCE D ... '?. 'f SHOP ORDERS MADE I i----,1 .. ";!...:t,~:,,,? . . . Un" 9 Q 1QQn . -· ..... :·-~,;'.; /,\5'-J I-l:/0 . i EXT 90TTQt 0UD BRG DEPTH PITOi I TYPE NA( QTY OESIGNATICN ll't'&WJ.I.E16TM TQ(L I TCXR I BASELemH LEFT I RIGHT LEFT I RiliKT Sl.CPE ML or m.ior Et»l RATE &C l"/0 17 i4M!//P8~-A po,. _g '1 !.,$ 1/I $/ I 3f.!11~ I I ;12 I d ro 4&,~/-k Z' 3q,uitt rl.3 ~ 4.a/11 l'ZJD;jL). l ~~!11!,z -r14-I th/11/.J~.a:::. ~'11///.e nr '2 I 31!.1/1,z I '1"/~ I d 0 :g1 ,_ ~ ,17 .5 ~11'1$'~ ~? !(/. Go e:>!/.o 'btt,, t? r~/ / ~)//D~t;C 31 !:J I i~O ,,.;.a/ I SP SI.OT LEFT SP SLOT RIGHT FIXED IOEtlT l.ATERAL l'IIJMENT' BC I.YY Ml>. TC NET MAFI( CCN) l.OCATICN CCN) 1.0CATICN I.UT RIGHT I.EFT RIGHT OISTAPC!!: AXIAl.l'lJU U:Ul'T I' Ae>·o 7'A::l 7 ~ ? !J -' =;li'l. n; '"1\ ·~ ,, ~--:~{ ' '·-<=• 1 ·\t· ¥, •!!!o,"':.•~~:.c,-· :, f""{ .t ~/ ~1'. ~ ~" <' ..... M i.,.~":;1\ ,. ' 1 S 199) p ~ . 'F\.\• ,,_ .,, .. , . . ' ' ·,"It ('!1 !\ -r ~ALES \)lr~!-' ,_ '7 .3 7 -~ •, Y'-•'•'' . 17b .. ~ ...Jj;.~~·- r4-I 71 ~ 7 3 ,.. * Sc:::>K,.. r.e. Tle fl'.V' AOO"L ~TfD ~TfD flDI 8ASE ,LB61H LEFT EN> -\,. . ·r, .... MAA< LOAO DISTANCE LOAO DISTANCE LOAD DISTANCE All.OAD !RI~ !J Raw:l<S -·,· J ..... ,, . ~·· -?.~- '""""V.:IVfD .. ~ ... { , ·.1·:iiJ •<-\ .. , _,, ",At -'r'f-1 r 4: 7990 D~r~jjy; ~---·,,L,. ~ ~ ·; i 1. I ,:Ve ~CRt! -~/ ""'~ii 'if Jt:LJ ,, .. \ .. , ... ! , .. .."'if .. ·- J'°"eA.C, 11, rr1x. .. /11AY 1 i:-" · • • t·ttr ""'". -r14--zl< 7!11~ /.44 t /1!11~ ~1/S-~I~ .0,$, 1 .1... jp-; l. · 1 . '(,·~1,t:JU •.· ,, T' ,r,-. ~ ...... .,,'j-~ . ,~.: 7"/5 /.#( ,1.l;/-14 .,~ ·"' ~ :t . ..i ' Vlrf l. y UJ.ci:-f . -~ .. : -f ;;,_ :u a t 1"~ I.# ~ 11171-z. e.e ._c.., I, .. ·~o -:-"'i:S:UJeerfug .... ,. '·' I ~ ~1. ~'" ~4 :! ; f""" (, h r'" ~"'""\, ·- ! l ,. ·-. • -... ' 1' ~ .,..,,,, .. ~-~-~ ~--Jf .. -.. ,._ '~~~~.~~tf\~~ ,~ .. r., f~ -:,} .. ,15~~ ~ "-;i; 'Ji, -~~ . ,-·: -~ --~ ' " ,r. • _,_ ~ ~ ..... ~ . .. 3/88 -, -l EXT l!OTT04 0IRl BRi C£Pnf I PITOf I T't'PE MAA( QTY CESIGNA TIQ-1 <M'JW.1.1.00lH I TCXL TCXR BASEt.&GTH LEFT I RIGHT LEFT AI9ff ~ I en or Eil.. or-EDA tbl I !55~4#43. "2 ~ z>.3 !.J I~ '-2 q,Z z , -e3!3 ',z I~ I 63 I ,z3L3 'f' 1-z ~4 /f e, 1.3 /'2 '-z i65 ; ~:J 1.3 ½ '-z. 61L... I -Z~!:; ~ 't 617 I 'Z 3!.3 . l,z 't tt:J ~ 6& I IJ5'~4N ?/.~• ,Z:$!:3 't '-z I I BP SLOT L BP SL.OT A TC KU'. L TC>O.EA FIX£D IOENT U.TEAAl. IOENT SC LYY AW. TC NIT MAA( a:> L0C a:> LOC co LOC a> LOC LEFT FIIGHT' LUT RIGHT OISTA,U AXIAi. F0RC£ IAIF'T I AEQ•o 6/ ~ ~ g, I :; I I A~/c. 6,Z ~ ~ g '3 \\ AS"- 6.3 b '3 & ~ ~ 951< s g '3 s WEP &J4 :, \ P.EC\ -~ /4S B , & :, .nn~ ~$t i\f\"""' ~-'\(2i9U <' 1 C-!b €> , g 3 ,--1 IJ'" "':' ';{. '\; ~~\} ' .\ :~, \ -ss-k. "' ..,_ . ' . ,\ G7 b ' & , ~~'\ ~ ,4.=-~ ... !l.) t,,· ~, f j --~~ • :·} ?~Jc /2 !:> ~, , ~ , I \ 9~1:. " I I - ..a>'L a»,ICl:NTRATED ~TED R04 BASE L£NSTH LEFT 80 . ~ . ,... •e• •c• LOAD DISTANCE LOAO DISTANCE A(X.CW) Sfll.ICE A8Wl<S l--- ~I .<!7l,z ~!71'2 ?§to!a FAl/~4 .rt. It.~. 9 "' tftG tc,,. ~ 6't ~!?'t _;;L?1e "21b~ 7.tJc //!7 12 7.2" 171?',z ~ ·ne ~, 5'~ 7'.z ~~7''2 -Z4&,~ ~~A,'Q;:,r-. 'flt 6;4 .s-t ?J"l .$ ~ 7'"l ,z e.~~c " ~ii,,, ~ t: ii \l ?F'ft-,:J ~ fb, . ..,) ...... _,_ &;.5' s~i1 5171'2. "Z~ll1·0 ,. z1< 11:11 ~ 7. ~Al: ;-71712 ~ M,1v ., ,.,. .. 6to .. ~!.71,z t:!?'"2 ~e~~~ . . -'-V l::J~U •• , • ~--:::,. ~..l : r ·-~~ :~-·--:,\ rns 67 S1?1'2 ,t'!;',z "2 i?,&,~o }ltd .. n.f.JI-.· i .. ~. CB"..-,. .. -r-'\'€ 6~ 5!7'1. t'! 7',z ~e.u,'-O 2/,/J 7111'2 7/.6 ~ //17/e o,s. ~u. o·fueP?J ~ I ' ' ·1 . ,s "bi~ ...... ~.il.)i \ . ,rtt. "-1ft ~z.-s '=' I-to 1-\ \ ~ ~~,tg'ur u&J ~ /7171 t:, lie!. N0TES ... !;.,L z.A7(. % r.\. !:'.CI ·.aTL=L/240, £ LL=L/360 ,~ ~-h._ t I FIL.£~. &. 5-//-90 J EXT 80TT04 0tR> SAG O€PTH PITOtl T'tPE MAIi< art DESI~pq-, WSW.1.1.ENmf TCXL I TCXR BASE l.ENlm4 LEFT LEFT SL.OPE HI-RIGHT RI&n' RATE 00 or ea.. ~ ECA 71 6 A~~,:.~~ t> '39111'2 .,-10 17 ,,~iz,~ 39!.3 I 1// S-o ,..J :,,,i, 31!//1'2 r/s ~ 4,dt/.lltJp_t~ i, :39L11 1-2 1'"17 ~ 4«.11U''i~ ~ ~7!..4 &:, ~!.10 r1t, 'Z ~tf;'~k b 31!11~ 17~ ~icw v AL,.,of-I r-1'1 ,s I '"~t,., ti ~9'.~ Of r'?O '2 :41 !-;I ,z1 b d 0 39!1/'ii Cl 0 BP SLOT l.E'FT BP SLOT RIGHT FIXED MOMENT LATERAi. MOMENT BC LYY Am. TC NET MAIi< aNJ LOCATION ca,o LOCATION LEFT RIGHT LEFT RIGHT OISTANC:£ AXIAL l'CR:E ~ I AEQ"D 1"/D 7 3 7 ~ ' 11 ~ ~ -fl'? 7 , 1 ~ ~ ~ _.._ ?I 1t'a 7 *J 1 :3 '..) \-' 'ii ,._ .. " . V, 't6 ~ , , =-- MAA< LOAD DISTANCE LOAD DISTANCE LOAD DISTANCE AD.OAD SR.ICE -. ¥ IV'V\t,t ;)<~\ ~ ·--·! 1.' .'\ VUiCJ att - , . -... -... ,"n.. ,~ •• > '.• • .-·-~~~ ••• ~~ ••• «--'+ •• .-,.,t;!. •lffJGff""l~'l)--"RJ1nli'K' ,1~ 'tt.3.'1" '! ~ 31:I:"' a:XJE LIST NO, '$..LE. NO, I ~IJI'~ !liT' / IY't 'I~ 1-43~ Pia:E PAINT AUERTOQIG ,Z/ ~eo /.'Z 40¥, I --C) EXT eoTTl)t 0IJD SAG DEPTH PITCH TVPE MAFI( art OESIGNATIQil QYSIALLLENmf TCXL I TCXR BASE l.EN6TH LEFT AI6HT LEFT RIGHT SLCPE RATE HI&! 00 or ea. or EDA -r-z-t 4 4M/l~d. . S '7 !11/,,; .,..~, I 4<>!4¾/. Is 31-/(i-e; -r-'24-, a<:) 4/14~ /14 -rt~ I ~~///J~ t) S9!u/e -rz1.. "Z -I-$f!11~ ,.~, I 4t,l.//14~ 31!3 I -rtb I !jd.//~~ .31!111z -r'/1 I !11 !.:J r.10 I __, ,,.... ,z1!ofl SP SLOT LEFT SP SLOT RIGHT FIXED 1'tClMfNT LATERAL 14(),611' SC LYY AOO. TC ~ MAFI( CCNJ LOCATitt,1 CCNJ LOCATIQil LEFT RIGHT LEFT RIGHT OISTA!la AXlM. f'IJlCE u:un I AEO'D '. ' #lo•. --~, URI ERSfv1ADl -r?7 7 3 7 ~ IYJJ.IY ~ I ~ 1990 i'21 7 ~ 7 3 1".10 7 ~ ,DJ'L ~Te> UlAQ5-t.OCATB> RDt SASE La..'IM LEFT 80 MAFI( LOAD DISTANCE LOAD DISTANCE: LOAD DISTANCE ACl.OAO SA.ICE Re4AFl<S -r~f ;¢1 ~ :J ! I/ 3tJ_ e6. C. "{J/7. 1"Z3 .vi' $~!.11A ~A ~- t" ~. r?S "l~ ,e;,!11¼. ,zl< ~111141. .. • .. ~~ .. /~~-.; l' \;\ ' ,..J, ._, t, /1.llf\~1., ';'·,(~'·, ¼, , ' ,: t ' ., -. ' -,-, ',, t.l·; ~--· R\:.vC.:1~:lif.' ""l'T. -.. ' -,..,, . -.1:.-_, .. ~:.: v.;v T'26 I~ /'Z·'7~ I -· ' ,; ~ ·, • M i{K¥/t 4, l~~';! _ '·! I, . . ·, .. 1' \ ,) ' ii rz"J K>" /'!1:J',z ··-rin '1" ,.;;~u ,,..~-'i;" ··-~ ll:.. ·.' .. .---"' ·'IC1 ,, ' .. ~ ~ .. t" ·. ?·" --~-~ Jl};.,l:Y.J~Ci:_';J.f t : :i. ii··., .. <>, :;--<r ; !" I,: •• -/:>t' ';, t .. -., " ~ e ~" •,li = 1:t.~•~ . &eN. N0T£S . ...,, ' . ; . ' 'l OFFICIATIONN A GE ". -;:··•: ·-. ;.;;,·,. ,~. -:,_····· TL=L/240, • LL=L/360 -·~ ,::. :. i ·. /." .• ,:,.\[i-'?·t'~:,,:}'.~;:; .. -~~;ff:;}·l;\.,.:::,;:i~~;#.i~il!4 f\~~-:::,~;,~~·l,'I\ • t -/ ,• •• ',' ··,-.· "-VULCRAFT) ·-·--not INewlGUY• UTM.._ LONG SPAN JOIST. · • SlU.. OF MATERIAL..-. Joa: P~&trAH _; 8ENN~ZT'. L.OC: Ctt(/,S'M&J, C tf:£. RU!R TO C..,, I I -11-9v EXT SOTTIMOIRl SAS DEPTH PITOtt I nPE ' TQCL_ I SLOPE HL MAIi< QTY OESIGNA TION' : · 0',WI.L L&li1H' TCXR SASE LENSTH LEFT RI&HT' LEFT AI6H1' RATE 00 or en. I 01' EDA -r4-I I ~pt_ulN~a ~9'-$ I I - I I ·-SP SLOT LEFT SP SLOT RIGHT FIXED H0MENT UTERAL.MCIHl:NT SC LYY Aal •. TC NET MAIi< aN) LDCATIQ>J cor-o LOCATION LEFT AI6HT LEFT AIGHT DISTANCE AXIALRR:E l.FI..IFT I AEQ0D r41 7 $ 7 ~ ~~J ,.e. t~ ··-"f - a.~C~ .\~~ ... ~, ,...C\, l . '\ ~\'j~-.. ., ~\}-\ .•< r;,y\'J.. \ '-' ,1'-l~c ?,.I-'' . .. Aal'L ~'Im LOAOS-t.OCA'lm ADI 8o\SIE L&1li1H ~EN) MAM LOAD DISTANCE LOAO DISTANCE LOAD DISTANCE AD.0AO SA.ICE AEMAAICS ,41 ~~ ,. ~D.<.?. .. ' -~·'"'"' ,_ J' ro • --.-~a:.:;;~~-•: 4,tE. ~ ·=· . ""'~1 77' UP i(w.,'-.-;-.. ·~ ..... -;-_~ ........... 'f-'·~-i :~·-L. :::, . 'l ;; .z:: ~\ I "~!:i..'C/:ll''~~-= ;;,_.· '{I ,:, ' I·,-'\ V -100, ·; l ., .~If n.1!· .L, I u lJ1..I\J .. ,·,, J.;; I9gn .. , 'Jt:'l-} .. , l.. :· 0r-r .--...... .•. .. .. ~- GEN. N0TES .,-, ' ..,._!I.CJ.• ,·.a."•'-'·· L , . r1.. 1: '-/14,t;,J.. l/~e> OFFte~;ffl~t' r ·"r-• (. (. ~ ") ~ \J t·'\ \.A ~= ' 3/88 ·•-~HO. --0 I EXT S0TTCM 00D eA6 oeFT1f I PITI>lf'rt'PI!'. HNI( QTY 0ESIGN4Tl0N MIW.Ll.8Gl'H TCXL TCXA BASE I.ENmt LEJIIT SI.OPE ' RIGHT LEFT AI6H!' RATE ec or m. Of" EDA ~I I !/.s& 4-Nl/.3.? ~ ?3!.J I? -,-2 6, 'l I I ,e3!3 I '-e 1"2 I 63 I 'Z'J'-3 '-e '-z ... ~ ~ t'-14-IC> e,i3 /"2 '1 _ I nV.'vft;_'f.~ -<' t\ 6,_tr ~ ~:Jt3 "2 ',z 1=,'f\U ,'),\ ,..,. ~ I ,z~!;; z 'i ~~~\ 617 I . -e :3!.:J . ~ 't ~~ 6'1 I J~~4J/?/.~ k ,z~!:3 I ',z ''l 6/0. I olo ,z~l3 ',;: I ~ I SP SL.OT L 8P SI.OT R TCJ,0.E:L TC J,0.£ A FlXEO.oENT I.ATEAAL. IOEHT SC I.YY Aa:J. TC NET HNI( a:, ux: QJ L0C CD LOC a, LOC LEFT RIGHT Ll:FT RIGHT OISTA>Q: AXIAi. FCRCe I.J:ll.IFT 1 REQ·o 6,/ ~ ~ g_ I :; I I I ~ d/C. ~'2 1-i 3 g -:; I \~ A~,.,_ 63 /!:, '3 & ~ ., _,..r\ ,1\:0 1.Jk. M4 8 :, ~ ~ ..• "'"'-~-•\n.O('\ /25' 8 , & ' ~ p..'{ l. '"J ..... t:?t,' s ., g 3 . , •• ,-.1::H'1.i ,.pH){. ":1 -~"\ ss1<. ~? t:, ' & , ,.,.., -es~ ' /-,&] 2:J , g1., \ ?~-I<. ,..,. .. , ~~ lb ~ Al~ I Nll'L CXN:ENTRATB> l.CWl9-LOCAT!D l'FDt BASE LBlilH IDT 00 /IWI( ..... •e• •c• l.OAO DISTNICE l.OAO DISTANCE AQ.0A0 Sfll.ICE Fl9Wl(S ·'· ~I l.<'171~ ~!71~ "?'S6-£G k'/tlt~c rt--R,t!. ,H rlf / 6? ~!?'"!. -~t,ie "2111'.D 7.42k /1.!·l'l. 1.~ /71?1-'2 '(it: i---:- t:t3 ~! 7'"l ~!7''2 -i·~~ ni ----- ~4 5"t 71"2 .s~ 7''2 147-e, I. '.c r• w!"-., ,~ R fl: r r: !f R ,,...,.,_ 65 s~?'~ 5171"2. -?4/ .. 1-0 7.fk //1'71~ 1.-2" 17!.7~ " . .. ' f("'h' :,; ,l ,, , r l"'t/; ~=~~ ~\{!Jk:: · \.{ii fm ;, II - 6~ _.t:;t 11"2. ~!?''2 "2 e6~ ·">L,,._ •• \...l" ., rlrJA.Y .--1,1:; __ 1n,-.,-fl,~ V ,, & 7 S!?'~ ,c! ?'"2 -2 !i!,&,!o .. ' .... u IJ,J~-.ll) ', \ ,., ,r-,. rt€. /' .. - &1 5!7'"-~: 7',z ,z elL>'<> '!I.I# 'J./11.7 1~ ti.~ ~ i?-172 ~ 1./im ~:5 ~1:c_~aft ~ ',· 1fl~ ./ s-!71~ st11e '2S~~<J /,.iAf :111?1~ ~ 171'?1'2 :.S~n, ~,. ..,, ~~'-1'.leef 1'",., 1 r,1,~\:"',J_·~: .: -~.;·h~i) G10 'ii.IP ' ~ fil.;t· I ... . CiEN. NOTES ' ·A TL:L124o ;;:,t Cr:-L/360 C ftt%;:O -~~ =F1cj!\~~tP..,.,~~t,;Ge. ~\_;. -i ----.: --.,· ,.'' .. . ·-". . ":"'~ ....... ,..., "i-. .... ,;t... C"1 \OW.NY\, • 1,: . .(-tl.-·r,;,;;~,~ C .t .. ,,,;:. :-~:~i:-:'~z;;:-~~p,-/QGL., -,,:.; -~ ;'--~-· ·. · ; : ~ ;.5 --. ;.,;:~ ,~,;;,}T/' -?~iJ:;t;·~,-~§ff~~1 3/88 I =,--Ii -9ll EXT 80TTOI QUl) !AiOOl'lli PIT~! TfPE tWI( QTY DESIGNATION MJW.Lt.ermi TCXI. TCXA BASEl.&G'ni SLOPE I LEFT RIGHT LEFT RIK RATE . fNl or EILICII" En:I d,,11 I I ,2!"G,d,'t,1(/.1.: •k '?.J !3 ',z '-2. I G,/3, I :IS-6 4,v+:J.~ ~Jc '23 ~.3 1-z '-2 I I I I . I I i SP SUJT l. BP SI.OT R TC l-0.E L TC HOI.E A FIXED IOENT l.ATBW.IOENT SC I.VY N:JJ. TC NET tWI( a> l.0C a> LOC a> LOC a> LOC I.EFT RIGHT t.l!FT RIGHT DIST»-:! AXT.Al. ma UPLil"T I AEQ"D 61/ ~ ~ ~ ~ I Gt, 6 .3 6 ~ 6CI< ' . -0~. ·\ . ~, ~~ _.;'SJ~ ~':>' ,..('\ ? ... · i) QY-., 't, ~.., ..... ~~' ' Aa>'L cocerrRATED ~OCATED FROM BASE LENGTH I.EFT 80 MAR< ••• •a• •c• LOAO DISTANCE LOAO DISTANCE ACM.0AO SFl.lCE REMAA<S &II 5!111. 5!71~ 62<!.&>l~ 3.1.) //11, GI~ 5171,Z 5!7/,,z ,z,&,!, PJ.1.# ~ //!7'"2 3.b' 171'7~ TIE / ~ ~I?'-...,, .. _ -~ \\ •q'~ ji= """•\ 1', ·1h .. s;"' c tYJ; u ~~.r \ .... :::-~;;:;~ ., ' ~ ',l=,., : ti _., ... ,...r;: r1t..:: ~:1~ "J ~ ,;,~,,::) _ ... ..,..,,. ··-r-1111v "' ... >1n.On ' l\Y } 5 '\990 'W\t\"l ~co. 1-3..JVf 1 Viit-i~x. . ··i \fl ll r: H\TT SALES Oi .?!. 1, ~b.g~e.el'mft.!'· .· ., u ... " .. '" . - ~-~~~ ·. A TL•L/240 A LL=L./360 ~ f1/f:Jf;'' .. I .. ~:. . ., .~ -. ' :: .. ....:..., PI~ /O/ ..-1. -a EXT aorn)I IKRl BAG DEPll-1 PITCil 1'Y):IE HNI< QTY DESIGNATION CPt'EJW.LLENilM Text. I TCXA BASE LENGTH LEFT AIGHT LUT AI6HI' St.OPE HI RATE 00 01" ea.. or-EOR 7/0 /.! 4d,l/~SfJ_/4L b ,99!,:s ill 54 ~ ~,,,,~ I 1"1.J s ~IZ¥60 :g9J11~ 1'"17 ~ f4d.//a:'.S-t'~ g7J4 (J tt:)tL:. Y-<-De" ,or- 7ta-4 ~Jll°'¼a> ~9.!.3 See.De~i b,,n_.. .,.'II 1e I tS9!11 1e c:-"~ De· lU i°ct"" L..--I i-,1 r24 9 4/14{i 1!4 ~\I ao -r4o I dd//ltJ¾oo _g9!11 1~· '5-e.e..,'Q~ st'cv - ~ 8P SLOT LEFT 8P SLOT RIGHT FIXED MOMENT BC LYY AQJ. TC NET LEFT RIGHT LEFT RIGHT OISTANCE AXIAL FCR:E lPLIFT I REQ·o LOAD OISTANC£ LOAD OISTANC:£ LOAD DISTANCE ·o ,~ .. ' OFFICIAL Tt,NNAGE:tJt -~~ ~ • f. ' -• _ ... : ,· --~ .-f .. : ~ ~ ,-'}/::::..r.?· ... ~;,;i:{:.. :i +-· ~~~0:1!~(fJ)'.;'.'t't~1 FILE NO • I .S--l/-7'fi EXT BOTT()tQ<R> BRG DEPTH PITc-t n'PE MAR< QTY CESIGNATIQ.I a.'EJW.1..1.a.&ni TCXL I TCXR BASE'. I.EN6lH LEFT SLOPE RIGHT LEFT1RI6HT RATE HI:: e,.o or ea.. or eoA r31 I eft:>/ gl.J~p"~ ~9J~ r:d"l I k 4114,~ l/t4 r.33 ,z 4-«II 14'~/40 ~ 4/1434 ;!.4 10-0"¼J Su. f)_p,-$1' !'lAA r:,4 I -;.;,, 391,~ ...L :a ,-:1r _g 4~1"'°/4a k;]1~ /l'f I 74-I I do ~9t.s ~~ .. (\)~ <;1&( I -~ 8P SLOT L£FT BP SLOT RIGHT FIXEOIOENT LATERAL MOMENT 8C L.YY AOC. TC NET MAfK CCNl LOC4TION COIID LOC4TION LEFT RIGHT LEFT RIGHT DISTANCE AXIAI.FCR:E U'LIFT I AEQ'O -r31 1 3 ; ~ , ..... ::.. "''""·~ r: """""' ':r'" .. ' \ ·1 :~~1 ; •, ... ?,:.. ... '\' :: , ... ;. 1, .... -:-i ,:-• ,\ "'' ". -rJ4 ? 3 ? , " , ' --~ ,c-d J. <. 1-. .. i -s...,,. 14-/ ? J 7 ~ .. " .~ ....-~ r,r::t ~ ';lfso~ :1.1: .. \ii.Ji ·.A\nf1 ... ,, ••s•..-• '" \\ MAfK LOAO DISTAi'«:£ LOAO DISTANCE LOAD DISTANCE All.CAO SFLICe ... .. ,,~ . ~·r 1t !~ ,) • ·.' \ti_--·., ~- r4-1 -:R :1,-.,; . ~.._.ic'r*-• ~ " r--'.~ , .• TL•L/240, ... LL·L/360. ~ ,1r1: 1 oF~!~J~1tt~tJgi~.~:;t~' 1 <;: _,;,. 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OOBOntMO«Rl MMI.UNmtl TCXL I TCXR SASE I.EN6TH LEFT AI6HT 4,114~ 1(4, .<'.5!<-0-<'.'s ;-, i~ • A \ l'I !,el,z ; 5 I I I I :,i,!111~1 I 3~~ '1/'2 '2 -ii} 3f!~ 31~111-z -- 4~1/i:t 2 , ,9f!//1'e ~ 37~4 ~ c::J!10 ~-{_,[}_~/ ·,y,--- BAG OEPTH LEFT AIQfl' ,. ---· .. "" -I IRYj BP SI.OT LEFT BP SLOT RIGHT FIXED MOMENT LATERAL. MOMENT ~ '-YY Aal, FIi.£ NO. /.4 PITa-t I TYPE SI.OPE HI-or m..lot' ECA RATE 00 I - r""""'m,10·1 f'lJJ: I . i ,~~ u TC NET CCNl LOCATION CCNl LOCATION LEFT RIGHT LEFT RIGHT DISTANCE AXIALFIJ!CE tJ=ILIFT I AEQ'D 7 g~ 7 ~ -·,·~-""'~ ~J.,;,Yj~ :1 .~ r~~ -~ {; ~c:·~L~ , .j -·· ·1. f~l '~-11,,.,.:1 , .. 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TC NET MAR< CCNl LOCATIIJII CCNl LOCATIIJII LEFT RIGHT L£FT RIGHT DISTANCE AXIAL FCflCE u=LIFT I AEQ·o 7".;!u., 7 :!; i 3 .,-~7 ? :., 7 ~ -·-v•~~~ ... - ·-.l-=~w::. .,....,,, ~-r~ ~-r, 1"~ ~ ir-,;., i'\ :1 .. ,·-1;1 -:..· t..,'l"Jft>~~b? '1-{ ' "A :l:tr~ ~ .·,_:, •. :· .... -,~ .. 1 ~ '? 3 \ If~.'\ J... t.l J..;v *~o~ dR -r4-I 7 G. 7i' ---.r"-~., \-.r~ ry._::;:::;f .• \JI,-' t_;l,.,i.. 11nf i .,Ji ; .... , .. •' .. HAA< LOAD DISTANCE LOAO DISTANCE LOAD DISTANCE Aa.OAO SPI..ICE ~-ll-7a EXT l!O'J'To. OIRl !Rioornf PITOf I nP! MMJ.1.ENrntl SI.OPE MNI( QTY DelIGNAnCN TCXI.. TOCA BAS€ LENGTH l.EFT RIGHT LEFT I RIGHT RATE £NJ or Eil. or-8::R C::,I I 2~&~43.? Ht ~3 !.J l'2_ '-z 6/3 I I -e3!3 I 't' 1,z I 6/Z I do ~,,3 'z 1-z c~b I .JS'&4.Nt/.~ e,,3 .. '"2 1-z '~'-':ti. i ;.i_'t::·r ,,.__ t514 IS ~.r& 4/JI/J., ~ ~3~3 z 'i . I I I I I I I BP SLOT t. BP SLOT A TC l-0..E I.. TC l-0..E R FIXEDIOEHT l.ATERAL IOENT SC I.YY Aal. TC NET MNI( co l.0C co t.OC co I..OC C0 I.CC I.EFT RIGHI' U!FT RIGHT om»a AX?Al. mw:r UPt.1" I AEQ0D 6, I & ~ ~ ·:; l I ~J<. &:3 g ~ g "3 I 951< 6/'Z b , & J 6S1c 6,& 8 ~ g :$ 9,rl<, I ' ' , ' 64. kS .3 e, :, I I I I I I I ! -:. ~' -, I J AOO'L ~TED LIWJ!M.OCATED fl'DI llo\SE I.ENi1'H t.UI' 90 ~ • A• •e• •c• 1..0AO DISTANCE l..0AO DISTANCE ACLCIAO ~CE AEMAA<S GI .~!7',z c!7112 ?sut~ 1011;::~ Pl.. R.G. 41u 71~ 63 ~!1J't ~~t7l,e "21~'-" Tr,e, t,12 .5'! 711. ~! 7'z -z '~ '-c; -i,',.i:u 4b 5! '7'"2 $~7',z '2 e.t.~ ~/.b ~ 7.';/~ 11.u 11!7~ .-:~ ~t> O' or.R~ ivv---: ,, T,'e; ff-tr: \~ ei-, .( I} "w-tld "1 ,1--lllz.. ?/.1.,i 17!.7~ ;i.K(\\/ 221~'jU - G4 G~71z 5~ 712 'Z~/4~) 11:.i.; ~.;;;· -1.t ' ;;" f,-··r!:it,, .. .... t..:, .. r .. ·_ i'ftJ\ I ' ,.,, :# ;if :;.~:,,"'f'r: I l ;:..t.,,1,.--_fW)/.}? 7 t--· I MAY 14 fi9Q V l;f!JO GEH. NOTES ·£. TL•L/240, £, LL=L/360 1l.b -, .-. 0£0<£0 Pf( --- $'-if/-~ EXT fl0TI04 OCR> SRG Oc'.PTl-1 PITQi _ TYPE MAfl< QTY OESIGNA TIQII 17v'&WJ.La.&nt TCXL' I TCXA BASEl.ENGiH LEFT RIGHT LEFT RIGHT SL.OPE HI RATE e,.c Of" ECL 01' EDA .,..$'°0 I E-?t/1 ~/9~ 4114¾. 1/!LD'~ rs-1 I 41~0% ,~t,~I .3'2P. I<. .,-5~ 'I 41 !, 4-=k ;!t',z I 1'SJ 3 -,9i//1'E ,~ 5 ,54 I :a,i 7 36 ,-55 tp ~91111'2 .,tf, I ,-51, I ,1! 1-'b .1-z~c; ·,1~ ?!:t . ' ,-51 z ,: ., .. .,-,re, 4-~ b 3'1 !11 /,z SP SLOT LEFT SP SLOT RIGHT FIXED MOMENT LATERAL MOMENT ac LYY ACC. TC NET MAR< aN) LOCATIQII C0llll l.OCATIQII LEFT RIGHT LEFT RIGHT DISTANCE AXIALFCR:E LFI..IFT I REO·o 7"50 7 /t;ol-z 7 11:t. rs1 1 1!101,z 1 ~ ~ .. _ .,-54, 1 .s 1 I#-11/J.IIJ. "' ~b f~~ ' .. .,-55 7 1'4 7 I '-1,. -,." JJ 11-· ;<'·-"..i( 1AA":':tfi ·'-"ti'-:.-"'~,;, 1) i ,,,: ~ ::-tf.M' ~l l:/ -FfJ 1 1l4 7 .$ ' ·-·vu -r51t, -r-.51 1 ~ 7 134. litJ--l i J.. c) 1.::1 ,U ,rg 7 I~ 7 134-.. ·.-.h-;.• .. ' . -.. -' . ' , j. V ... y ""''t-.a,) "'· AOO'L CXN:EMTAAiel UlADS-UJCATED FIDI SASE L£H6TH t.e'T 00 MAR( LOAO DISTANCE LOAO OISTANCE LOAD OISTANCI: AD-0AO SA.ICE REMAA<S k,. q~::~-rr, ,r,;f"'t~~ J.jECElVEi5 E,..~~-"" '/-/(: M/\V' 91,qqn -...,., . ~ ~ ..,, 19s?n h ~ ,., : hll ...,._,-~•f f";--"'1~.lll~ :1'll.Pf GEN. N0TES ,• .. OFtlCIA~G]~NA(lE" :{i(Iii[t. - ·• TL•Li240, • LL•L/360 ·-~ /j . ·-.,._ ~0-·, . . . /i~~~~\ .. -(/ -_.., -.· ----. ·:-::·;·:.-~,:,;ft U(:~~f~?~:: R&9~'-. CAAWN av Q£Cl<E0 SY SHOP 0FIJE'R Fl3 EMS) I\V . . ,. FIi.£ ~. , /.s s;:-11-1 EXT&anQ40(H) BAG OEPTl-1 Pn0i 'MIE MAIi( art CESIGHA TIQ>.I (MM.Ll.&6ffl TQQ. I TCXA BASel.ENiiH l.arT RIGHT LEFT RI6HT SLCFE RATE H.L eo or ECI.. OP eDR .,.s, 3 ! :J?t.N~/1/4 _j'1!11 5b .3"/~0 1"60 5/ do S'1t11/,z I r&I I :1e,11 44"M6 $9~:, '5,ee_ Des10VVV" .3-eSo ,z I ~9!:, V r&,t r&-.J 5 31!11/,z -r1.1 I ~ n ~~ 1J4 '2 .t:. k: ! r74 "e 3t I.H ~""If&. .38!111--2 5°#~,-~ l•,i;., UV~ r.~ ' ~ .. ~ ~~M SP SLOT LEFT SP SLOT RIGHT FIXED MOMENT LATERAL MOMENT SC Lyy N:D. TC tET HNI( COID LOCATION C0l-o LOC>.TION LEl"'T RIGHT L.EFT RIGHT DISTANCE AX.IM. FIKE lJ:11....V,'T I REO'O -r.s, 7 I !/:I. ? I 't:/- .,-~1 1 s 1 :!> ~6t 7 ..3 7 3· -~'r..~-.4 -&'~F"'~~- ~.,.,\~--~~,;l f~("'9'\"lt .l : ·':.G..Y 1 5 vtni J,..,, l{/\H ~t-1 &IN. tGti& J -, , •. , ' . -. -:---/. ---·A TL•L/240, A LL•L/360 ' -. ' :~ .· ,-! . ;-' ,~ ,•or,""-:-• • ,. • ' .:... ~ • , J:t=f"') ,~ ~ ·~ _.., ·! .~ .. ,,-,, I • • 'd'::hJ -----~~ _C,) ;...,,~I I\. '""i. ,; ---'J . . ~. .. ,. ,, - g ~ 'Q. ~-~ -?ti ) r ,r,! (.0 ,n ~ \,.J . 0 ,m . : .· FIi.£ NO • . 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'1 'Z-~~ 1 s \I: ji_;l,;rthl° I :::~ j . ~ ..... ::,.. .. ·.,-7 I 1 91't I -r7-Z 1 .,$ .. -. All)'I. c»aNTAATB> UlAOS-t.OCATED FFDt SASE LENli1M LE1'T ENl MAA< LOAO OISTAttt LOAO DISTANCE I.CW> DISTANCE Aa.0A0 SFl.ICE I : R8Wl<S .,-6~ . t/' ' 1'-4st:>rt:r' ,O.t.. /. ~-10 /"1'4' '1 ?!/o lo 12 ~/0 , . ·•. y.g/C I , / /.t:/< t7-?7 I ~/-~ ''jtt~ ·~ \ ', " IZ-/0 't~-~ -r~ ~r't./.tu •. //411)},f "Z'Z : ··~ Wt.,._,., 1-tl' 3?.:.IJtJ /0 ·;.4 ~· .,, t&:>1 /(/< $!.&# /.tic ~~9# .;4-~ ) ,,,~~ /)./.. l~..(IH t:o!fQ /0 /&,!?~ l.t/< I~~ "/14, 1-t/'· '?tA~5it + i;esb f?(,~ p.l.. "~""" ~&. t,¾! 1'0 .$.t:,!5# ,., /..~ jtp~_.;-z,. >I .. ...... ' . ' i?.r.:CElV~t'C.t:.f~ -' ' 101.CW\ ""'<i/ Vfl:'j°"r\ 1 A ,g_.,j M 1-\ \ ,L. -li'/1-jf , .. ' . ' .,.,. ·. l .'r ""- --~ • ,...,. ,i;~\j( t.:J."-ft I GEN. NJTES ·-,e4-1 .,.,, ... ~ ~ ' ~ 1/Ul..V·,, ... ;m ,, . · -. , .:--,,. ..-. ·6. TL=L/240, A iL~£1:i'io1 .. :: ii ,1:.: t:~f OFF.ICl/4tg~ ~GE··:·t/':P~ ·. A . (!:tA'lh..::,' -z~ _: .. · ,_,.~ .. : . :,-.-: ·tt>!· ,: ; , ... ~ ~:,_..,::..,:i-.. :~·:· •' ' , .. d b~I.--... -~;,:-: .. ., ' ' CFWH av . ' ' .• ,'. -CHEaCED tr( {'.'-:;-./c ·+t··-: ·.::.·,r/-- . SKIP CRJEA . : , .:<1r~'E4~-~~1;0~sr?·~~~~~~.-~i:~~1 >·: :•..r-:, 1r·:_~ .. •.• / 3/88 CCllE UST ND. Ill rli ,z-z pr;: SMT'/01'/ /4 s-.11-'O EXT aarT04 0IR> BAS IEPTH PITOi 1VPI! MAIi( Q"l'V DESI&NAna,, MMJ.L&&TH TCXI. TCXR BASE LeGTH LarT RIGHT LEFT Ai61-ff SLOPE I FIATE .e'3 or-ei:1:1 or-EDI 6?t> I ~,~41../n.3" ,z.3!7~ I ~,tL.-# 5 "2 t:, '21 I de ~31.-7'4 I ~,~~14 'e s I ~-Zt I 1/764/tl?o/<. '23!3 1,z I~ - ~'23 2 '27/:,tJ.,A/ 12.:!i ~ '!3!?/,z I ,e,3!/_l,e +I~ 4 ~~41'? 6, '24 I ..-.J~ ,e;Jt7~ I ,e 3 ! /_p 1:/. 5" 1,z ,-z~ ~ '27&4N?~I< ,e3~:, I 0 I ?164/'t/1?.JI< ,e~! 7 ~ I . ,e.3~~/'2 -1-'~ #!'41? &,-zt..-~ - 6~' 3 ,e3!11~ / I 'e.3 ! 9 # LP 4 .S-d.17 &,'2& '2 CJ ~ "1$! /I ''2 I I ,e3 t, '"l S-~14~ I SP SLOT L 0P SLOT R TCl-0.EL TC Kll..E R FIXEDIOEHT UTEAAL MOMelT SC '-YY NXJ. 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TCXR BASEL.&GTH LarT RIGHT LEFT I AI6H1' ~ IEMJ or EI1. °" EDA ~'21 4-~764NltJ " ~~!11!-z I I ~3! '1'"2 ~ 5 ~30 I I ,z.:,!11!z I I -t-'3Lq~ < .;-I ltdJ:J/ I I ;z~!1/!e I I ,Z:J~t/11. 5 5 ~:rz. I ~ I~ 't'J !11~ I I -z:1!9 1,z 5 5 ,:1:J I ~7641-1 I.J .. 11(. ,z:3!.3 /'Z l'2. ~,... ~ I'\ ~,p~ . 'r ,t'i,;, o' 4, - ~ PA ·v~ I I - SP SLOT L BP SI.OT A TC IO.EL TC IO.EA FIXEOi,,oerr LATERAL .oENT 8C LYY AQQ. TC NET MAfl( Q) I.CC a> l..0C ml LOC co LOC LEFT RIGHT Ll!FT RIGHT OISTMa AXTAL FtR:E t.R.IFT I AEO·o ,~~ !; s!I. l, _,;~ t/J. 1'4-?A I~ I t:.:3o g s# e, s!J. ,11. ;34, -Z,'/ IAJ'. /~4 8.31< ti,31 g s~t !., 5# 1-1. 1.J.t -Z/1. ~J. 1'4-551<. 6 3~ 6 SH-b s~, 11. I ~ i 111 I'd. . "ti/< 6$63 b :5 e, , "7*21<. . I ·- I MX>'L a:N:BITAlTB) I.OotO!H.OCATED l'R0N BASE LENi1k 19T &O (Jooe uz.6 rilo,V MAfl( ••• •e• •c• l.0AD DISTANCE l.0AD DISTANCE ~ SPUCE Fl9Wl<S G-t1 s!1t:>t' st10~ ~Q/4~ . l,/(--? 5!10;. • 5!,1oi 'l e/4!a . li§30 1&31 5~/0tl st1oi ~ i~/ .. ~L.l ;A 1&32 ~!,-otJ. 5!10J. 2 "Z c2t~!o .. i1 .. 1/4.13 S~7 1"2 5"171,z ? S6''·'-a.1 IA' 7!111,£ 1&-.. /Jt. 11!-?'2 ~t1 l r.:ir.:r~~1v1=n 6,1" 1111ti /!J,,.. A A 1non . .. 4Vl1,t1~ :J; f V --/ -. '¾, ""' I I I -,rfyi'4t AIIII f"_':')!f_ • ii. ' K .. ~1 "'IA/'f' ¾ u I • I 7 'V' .. . "'" ),;._ ,.., fr,. if:N. N0TU 1\.-b ~ov.t1'11~Ffia.l~~f~AGE i.1 .''. ''(L ·A TL=L/240, .6 LL=L/360' \,,; • ~ ... ., • ~ ;:.~«7_ .: ... -~.~ .. -~ . . . . , , ·-~-l. ·-:,.,· ... ~:·. ,~/:.:,z;,_;,, ~c: .,Ir -., . -· .. '. . .. " ,,·,_ '' :;;, ._Fl~ • &-.s--11-'IC> . EXT BOTTO. 0iRl SAG DEPTH PITa-i T'tPE MAfl< art OESIGNt. TICIN QllfAALL L&l&1H TCXL. I TCXA SAS£ LEN6"nt LEFT AIGH'I' LEFT AI6HT SL.OPE HI °"' a: RATE 90 01' Ea. -rs-o I :3'2tll ~l'9.h 4114%. J!/DJ"'2 rs-1 I 4/~os~ 1!t,1~1 .3?.rf. I<. r~'Z 1i 41~ 4:J:/. ;!t11. I rsJ j .. ~ . -,9t;l1'R ,~ 5 ,54 I .. ' _, ~,~ 7-'6 ,--5'5 ~ . '. 3f !111"2 4~ ! .,-51, I 31~ 1-'& :1'2~0 -rn 1 ,', 31t. ?ff -r.r-8 a 60 31!11~ SP SI.OT LEFT BP SI.OT RIGHT FIXED IOENT UTBW...MOMelT SC LVY N:lil. TC NET MAfl< C0IID LOCAnCIN CCN) LCICAnCIN LEFT RIEilff LEFT RIGHT DISTANCE AXIALFIJRCE lP..IFT I AEO'O 'i50 7 /11ol2 7 lit -rs1 1 1!101,z ? .3 . .,-51/-1 _j 1 I#-. r"'iOp Obl'I ·- -rss 1 134 7 I e:t. rfl,4), !l ')J ""4140 s 1 1¼f. 1 .3 ~ '~90 -r51.t> -r.51 1 ~ 7 134. rrs 7 /tt 7 134- Alll'L cocatl'MTED ~TED not SASE LEMmt LEfT EM> MAIi< LOAD OISTANCE LOAO OISTANCE LOAO OISTANCE A£L0AO SA.ICE A8Wl<S j f 1 I r ·~1 I 1 I .-·-.,....-.tt::\\Jt.0 • · ... · ;P,cn9iQ . . 1~~11 - \~~{ 1 ~..c. ... ·-,:.._,,.;,"b'~ ,.f,; ,~ ... ... ~4'AY>-~;4·t. '4(.;k ·:'- \jV--"-iJ l9or. l'f ... . .. • l, 'j"J,'{ '<I • .... 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">,n# .,.__,c;..a!:!'I.' 1"/4,Z 1 _s 7 :;• r.A I\\( \ ~ 199 J ~ u '~ u .,, - -r1LJ> '1 ~ -, , ·\II Ii ('.r{A.f r (.;_At f< .J-~.r,. to Ji, ii, ·-' )-~ ... "" .L. ~~ Q ~ ~ ---~ 0 1 /.~l'2 -17b i ~ MAff< L0AO DISTANCE LOAO OISTMIICE LOAO DISTANCE . .,. . ., 111/1,.tf\ ~ '."-> • .f....,,v -"' A '\"'U~\ ,7 ... ~-;~-I<,. •. '. ' : . t ;.· ':. TL=L/240, A LL=L/360. ~ ........... < . -·~. t ·. I .• ·. -.. , .. !· . • ,. _...__ • -, ..• ~-, ... -... < ·:: f;;;.1av.~$hfL :· · ~ ~ S"·I • EXT SO'TTr.M Q(R) 8AG OcPTH PITDf 1YP£ MAil< m CESlGN4TlON C1tWl.L Le,61H T0Q. I TCXA SASE I.EN6l1i LEFT AI6HT LEFT Ria« 51.CIPE HI-Of" !DA AATE eo or a:x. 1'7'1 I :J?LHS/u/9~ 39!111-z , 1'$o z ,9 ~,1 1,z t -r/,b I ,jfJ11"2 -r/,1 I C"".> 41.!0$'6 ;!tp~ • .Jt.fo SP SLOT LeFT 8P 51.0T AI6HT FIXED .oEf'IT UTSW. M0M8IT SC I.YY N:JQ. TC NEf MAR< C0N) l.OCATION CCNl 1..0CAilOH l.SFT AI6HT I.EFT AIEiliT OISTANCI: AXIALFtR:E lFUFT I REQ·O .· -r&,7 "1 :; 7 /!1c1-2 MJl•t. 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'.I, /1 · -'. ._, : __ ; · : : -O--. _ ; ~{f:{-;X{i:lf{fcffif~: ,.,,·-:/.·~-'<~: Ii .. .~ .... l :fl ·_:_·_,.o . -,·};F. }?-0:f r/ r·7:-::;;;~·e~,'-· · · · ; :,:·,~,,.::,. _ _.;_\ -,·· t ... , . j -·.:··-----.-_ . .L'' '. "· ~ ..,.-..;:_ '~ ' ...... --aacmav a,QI CIFaA AEU..aa) ftt I FILC: NO. PIECE .$"-/I-0 EXT eaTTOt QIRl PnDi I TVA! 8R60i:PTH HNI< QTY OESIGNATION amlAU.Ul'G'TM TCXL I TCXR SASE t.ENfmt LUT Rl6HT Sl.OPe HI or ea. I oi-EDR 1 LEFT AJQ(J' RATE &O ,6/ I 321.J/Sto/9~ JS-!11~ I I I I I ' r~-z I t:Jo 3'J!j/1"Z II ,, t BP SLOT LEFT BP SLOT RIGHT FIXED MOMENT LATERAL H(),EN1' SC LYY MX). TC NET HAA< COIID LOCATION CCNl LOCATION L£FT RIGHT LEFT RIGHT DISTANCE AXIALR:R:E lFl.1FT I REQ'O ~I I 7 ~ I>'. ,,i,r..,~ i~·-), ~ . ~~ ~jl .' ,, lf"'' ;, I ':-,.!..-:~~; .,t--* ~ ,!f ;'l.,"'l'<'T"'"'t:11u#" . . ' , -·-(J~ ; I• :--i I ..L '-' ._, _, -· ·, - -~..,-f"l. I\ ' .... ~-'l ~cn1 .. \J~~.·~ nit.; ' .. ~OP 'ORDER~ a, ·- '1UJ1: .. _ .. n 1 "·~-"""-u I .. .. Aal'L ~Tel ~TS> flDI BASE 1.861H LEFT eD ...•t; l '"· :· HAA< LOAO DISTANCE: LOAO DISTANCE LOAD OISTANCE: ACL0AO SUCE ~ .,.~, i.1/< 5:,14 + 4 5b ,.et/ p, I.. ,~01-'51134 "l'c, /S :134, ,·1:.: ... ,,..1 •• -t 1.81(, /.5't134 1.1/'-· ,z-z!sl! .;,.f.!J, )f"t~ P.t. ,z,z! 5~ ~ 3?!s¾J. "-~'r~ .... rRoM ·• . /,t/< 3-z!sh. -p~.i','!( 1;_.i_! •1,., ~ -. ·-.. -.. r,z 1.1/' ~t1-k +4-6 p t"t;: ;:; . ,· .. li:"'£~f ~/~ -r. .. /.t !1~ /,511-lt ,.a" z~!stJ. ,,ll'LJ'orl ( ~ -;~ ;_~'; -~ 1.11< t-45b,Pt.,& P.L. '2.. -z..-· ~ -. 3'!!51/. /d< ~~3~ '. -. .._______ -__,.... -~ ,.,e-· ... ~ /.l>" -•('>~A '' r• > •• ,, • '/1.,,A -~i fl.I?~ f(j,P •' "'- ·s • RECEiVt:.:J'. I':./~::. •'• -(4';-v' ' " { ~J\\/ 1A: -~~ ._.-:-, ~ . t -· , . "9&1:>' .. :;~,~ ;~:,:::< ..... -~IFl .. -, • , .. .-,'>,. iEN, NOTES '.-.: ;r .. r( •':!... ~'""' • -0 '-~-~~~ ~-. ;;,;'i-r.ii)f44;.f.f:";· . ': .. ~\A TL:.:L/240, • LL=L/360 .: . :, /t ~=-: ... -FPl~lflrLq!rO_·_ . ~,~-E--::{tt1:iJf· • 1,;,,.. • ....... ,i' -.. .· ... , '" .. 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TC N£T MAA< aJ L0C aJ LOC a>j LOC aJ LOC t.a:T RIGHT Le:FT RIGHT OISTIJQ: AXIAi. fMO: u:it..IFT l AEQ•Q ~to & 5'it. &I ..s tJ..' /zl. t:,,ZI g s & 51!, ?Ii Ii:/- I:, t1. & 3 2, .s \ ~ t3 8 s & ~!4. it'A 1# I 7~1< &t4 g 5*'4 g :3 ~A j~ &-25 6 :s 8 ~ 6,~ !; 5'# 6 .3 1A I~ 6~7 6 5"# 6 I _.t; !tJ. ?A ;~--'?t'1 l 1./- G~A 8 s/4. 8 ~11. ?A -I~ ~A 1¾-I --MJ)-.L-CCM:811'RA--1B)-l.CMD9-4.QCA--TEO-ROt_BASE_L.ENlmi __ l.EFT_80 _ ___, co~ ,.,,JL GJr,Jqo .,.. . 'f(~ <1'~~---_-.,_;1 . -• • . -~l'G ~-~-;P.1$GL •/. EXT 110'rT'04 000 BAii OEFllf I PITO. I 'ffllE M,WI( Q1Y ~TIQN CIWIW.LLEMmt TQQ. TCXR BASEL&GTH $.OPE I LEn RIGHT LEFT AI&fT AA TE e,c or eDL. tr EDA ~'!'I 4 ~764Nlt.J' " ,z~!11Iz I I -e3!., ''2 s 5 - '6~ I I ,Z;J!//~ I I -e 3! 91,z ·"' 5 I 6.JI I I ~:,!1/!e I I ,z3!Jjl,z 5· 5 I ~J'Z I d~ 'Z'3 ! 11/,z I I -z:3!9l,z s .5 634-I '2'7/4 I-/J 16"' 'f;3!:!, ',z '-2 . I I I SP SLOT L SP SLOT A TC HCL.E L TC HCL.E R FIXED.oEHT LATERAL M0IENT BC I.YV N:JIJ. 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ACl.0AO fiFUCE ,S.,:, 4 s-11-1° EXT aorn»t IHRl BAG DEPTH PITOi I lYPE M.t.FI( QTY OESlGNATION 11JEM.LI.EH!mf TCXL I TCXA BAS£ LENGTH LEFT RIGHT LEFT SLOPE Hl-or E.11.lar El:A AI6HT RATE ao r7o I ~21.N~/. 41i6 ''2 ?t3 iii I I .l'I ~~ 5~1 '2 ri4-'2 ···,-i1 ~ 3e,!11 1'! S,1,1~.,--"'" Ii'-.OI ~ S1"l., c::: •• r.-~t,.w . .. ! ·-:. 1• I l, y f I .. -. ~~~ t ,. SP SLOT LEFT SP SLOT RIGHT FIXED fOENT SC Lyy ACQ, TC MAA< aNl LOCATION CCNl LOCATION LEFT RIGHT RIGHT DISTANCE AXIAL Fa:ICE lFL.IFT I AEO'D 1 MAA< LOAO DISTAtlCE LOAD DISTANCE LOAO DISTANCE A£l.OAO SPUCE G6N. MITES ·• TL=L/240, A LL=L/360 -I I . -EXT BCJ1TGt 00:0 lRi DEPnf PnOi ml! tWI< QTY DESIGNATIQ-1 O't'fJWJ-Le.&nl TCXI. TCXA BASEL&GTH Sl.0PE HI-LEFT RIGHT LEFT RIGHT RATE EM) or ED..tor EDA ~?o I #f ';1:; A ~.1 /f.3. f.:J ! ? ~ I ~~t~# s ~ 6tl I ~c ,Z;J!. 1 ~ I ~j~~~ 'f' s I dt-Zt I '2?~#?~1< '23!.J 1,z ''2 t'; 'ZJ -z 1~76'-N 12.:i ' ~3!?/,z I ,e,3!/-1'2 +lz 4 , .. ~4/'? ~t4 I ,,..J~ ~3t7fd I ~ 3 !~ 14-5 1,z :(, -z~ "2 '27&4/t/'2~1< ,ZJ~:!> I 0 I ''2'7& 4/V /2.J'-'tJ~ 7 ~ I . ,e_g L&, I'? -f 1,z 6,-zb &:, .!'417 1~'27 3 ~3!it~ I I 'Z'.3 ! 9 h. ~ 4 C.-~"-'' ~~& -z d f""""'l "l~! /I ''2 I I I ~3 ! ?1"! S-~14~ I SP SLOT L 8P SLOT R TC HCX.E L TC HOLE A FIXED~ LATERAL IOENT SC LYY ACC. TC NET tWI< a, L0C a, LOC a, LOC co LOC LEFT RIGHT LeFT RIGHT OISTAIU AXIAL FCA:E t..R..IFT I A:G·o ~1,0 & 5'1:f. 6 ,3 t); 11::/. I I 101Jt f:J ,ZI g s & 51/, tA 1¾1. ~~I< /:,t't & 5 ~ ~ -?t:>~ ~ t3 B s 6 ~~ -tA 11:/., 6t4 s s-14 g ~ ~A /~ &15 6 ~ 8 ~ (:,~ !.) ~1:/. t:, .3 "ZA /~ 6~1 ~15'# !., -~11. "lA 14' 'IA /~ 4-Z& 8 sh. 8 5/d.. tAI /;:i ~A 134 AOO'I. ~TEI LQADH.OCATED FAIJ4 8ASE LEN61H I.EFT 80 r_nnv. f'j2_ sh,Ko MARC ..... •e• •c• LOAO DISTANCE L0A0 DISTANCE ~ SPLICE AEHAA<S 1~'2~ 'S·'1e134 5!7l,z ~•J.'-C . Lfb KA/~,4~ ~. R.G. I !071 ~"ii 5!7112 6"'!~# t' -~'<= 7,e 61-Z ,r;-!1'-2 5J?l'f '?ti~~ 7/.e. ~1! ,('!7 ~-~!,~'A tst.~ S/.fn,.. - ~Z4 r!/eJz t ~1,1-2 !~416,~~ . ~ ,1., ..... .. J. l """lJfRs MLI,... • #,,.,.\ '.: ,,~~i~t .. ' :1 ;J,1,. .. • :A '" . --, ,. _!. ..... I& '.:2_~ 5-'7½ s!7'"2 "r•~~o ·~f't:t :~~v .• ;~ ! ··rr,~~ 2 l9on "" "' ,· ·, ~UP s'-JO~ .5!7S,e.,. 't«&,!.a i f1 !).'{ 1 ·5 l';f::l\ ~ ~~ -~ 1.-1_ ,.., :, ~,.,.., .) ,._ • ":!! ~1,1 5'!/o~ s 1to1A,. 't~~~ -~ 'R £ (; C. \'ii t;. v .. -·-¼ ii &;t'J;?J<t- -~ f 61.~ s!~-l1 s!1oiJ. -'/C&t(l :, ,,p..;t~ c-'~to i~ j\\{ 1-11~~ ~ - - \!\ \ r.H/\ .. ~) l.. , 1:,1 "' . ,. "fl//) GEN. NOTES .. · qf~I~ T@il~~ :'! ,: ·• 'l'L=-L/240, A LL=L/36"0 {. (_ Jj \! Ki . . ' ,, ilft . \t:~.::: jt:::: C.,..-{9-, .,bj' J 'fl,c,,,:_ o -.,, .. -· /: si-,-->.·. . ' , .• 1· CHl!QCED fJY __ _ ~ e. 3/88 PAllff Ra'ER TO 0A1e1 5 !~d /.& ·.'\ I S·tl·fO EXT eaTT04 000 BAG DEFIH PITOf T'tPE MMI( QTY DESIGNATION OYaW.LI.EtGJH TCXL TCXA BASEL&GTH LEFT RIGHT LEFTIAIGHT Sl.OPE \ RATE E>O or m. er EA l6Z1 4-1"27&4/'I/?,,:!/' z3!111-z I I ,z3!91'l s -s 161<" I 't7~4NIJ.11< 'Z3!., 1,z '1 I . I i SP SLOT L BP SLOT R TC IG.E L TCHa.ER FIXED IOENT LATERAL MOMENT BC LVY AOC. TC NET MMI( a> ux: a> ux: a) ux: a> LOC l£FT RIGHT Ll!FT RIGHT DIST»a:E AXIAL f'0RCE U't.IFT I AEQ•o 6'29 e, ~IJ s ~14-1,41 ;¼t "2.li 1:/:/. .. I 6Jt' & _2, t:, .3 ?ol< 'l)~ o,.. ~ O,e <'.> .... . ~J ·,,1-t, (9~ ·vq Am•L c::oaNJMTB) UWl!H.OCAtm ffD4 SASE LENliTH UFT EM> (lnDf!. llZ 5-17--'1D MAFI( .,,.. •e• •c• LOAD DISTANCE L0AO DISTANCE ~ SR.ICE FIEMARICS 6'Z7 5!;o!tt. 5!;o it. '211~1.() . l/~ '13S 5~?/,,z ~! 71,z '?tet.P!o 1,.1k S'-11 1~ ~jK. //!7 1t .,... 1,17 T,'p~ 6.,Z~ /~!J'z ' ' ' q"J.r-~f:WtD 11\\i:>:~~~\) \'l\M'! .1-.... ,._.,,,;' vi~ " [;,.~ . 1111-JX ~rf-'flri,. \ • f~ 1.\ '_,.41:/\J# ,. --i ~ • J.'1\./n GEH. NOTES OFFIGIAL fQ' f/,~~ .. · -. . •• -· •• . . .K':--·-· ...... ~ __ ._"(... ·• TL=L/~40, A LL=L/360 -rLb. ~ ~~ . ·--t:-q't ·/:/,~;~}~;-( C\o~S {R. tdq ~~"" · ·,-· ,, .. -.:-·--,·.-,-,. • , __ :J • •• ~ -••• -........ ~ . ,< -· ,-:.:: : .. :., . ..:._.·:.:•;.. ... ~~ .. ~ · :. r,~,,, --~ .. ;~t?r-~;::i ;! . ' .. 'vtn..C:R..A.11'.''r:? A Oivision·of Nucor.~-· · BRIGHAM CITY, UTAH-84302' ------------·· ~----- .,-, .. ENGINEERING DEPARTMENT • l"'~Yl 4r:th -'1 ..d. a.. P :1:,;ei::,ne,tt JOB·NO. q4,... -, v _ SHEET / OF / DATE i.P/°13fiCJ BY oti EFFECTIVE 8-89 -----------.,,---· --·--' t : j. i ! ; ..-. ; i l -· ! . !, ~·------,---,---,._·-:-t--4,:,---.--'-.....,...--+-..... ----~------~ : .... -t--..... -. -- -'------~---'·-·-------'-....... · _1.....,.1 ...... : ____ ..;;__...._,-.:, ...... '..,.· --· ,._.:_---:i • .....,., -'------------,------,..-.. --~---------...... ~-----~.,_! ~· +-,---+·!,....· --'---,---..;.....-1__,_...;.-..;. ___ ..,__.,._ ______ -+--"-----,---,.-,,.- ---___ , ---------~-~ ---------------------------------------, ---~---' :' '. L ---· --------~--' ---· --1 ! -___ _,,_ .. ------' ' _,._!,_~__:_ . ..:--:~ . . ' -_____ ,, . --·. _:--~ 0 t ~t~-;_ -~ :--1 ~---1 -~1 ~ ;-;J:l' =--· . ---. . ~----. -· -... --· ·. --------·1!17 0/zz,,,,z.,,,-r· ,_-~ ---17??,e_,,,c zz, 1::.' -· -':'bL ~ -~1<--,~:_ ~.ik:J'·~c;.~---: /;:t;EJ,-1 zi.:. I i,1c.;·1 ,~~~= Jf,tz> '<-.. · --------. ·-·. ... . -~~~;=::--···~.-:~ .. ::::::· --·· ----· ··--~ -------~ ~-=----=--=---:_ ~ -~~~_:__:_ ----=---=-----. ---. ·----------·--------. --. -. ---· -----~----.. --. --. ---------------- ....... ' ·----·--~-·-----;·----. ·--------·-----· ----- ---------,.---~---------~~-·-----· -----------. --- -------, --~--------------~ ----------------·------.. ,..' .. ~-~-----. ---'·.------==---~=: -=~;:~-~r: ( TOP CHORD INTERIOR PANEL BENDING CHECK FOR LS Mon Mciy 21 14:32:58 1990 .. , DESIGN PER STEEL Jo·· INSTITUTE STANDARDS • (·. ( PURITAN BENNETT MARK NO. T64 CHECK ONLY ( SEC= 48 L 3 X 3 X.313 DESIGN LENGTH = 39.31 IN NO FILLERS FY= 50000.0 PSI ( ( FULLY BRACED LATERALLY -~75L/RZ = 50.047 (GOVERNING) .75L/RX = 31.992 AXIAL FORCE MP= 79986.0 LBS UNIFORM LOAD = 966.0 LBS/FT ( PANEL POINT ( ( ( AXIAL STRESS AXIAL RATIO MOMENT U LOAD MOMENT C LOAD BENDING STRESS BENDING RATIO TOTAL STRESS ALLOlJ STRESS COMBINED RATIO ( MID PANEL AXIAL STRESS = 22467.6 PSI = ------------------------------= -864.0 FT-LBS = .0 FT-LBS = 7319.5 PSI = ------------------------------= 29787~1 PSI = 30000.0 PSI = ------------------------------ = ( ALLOW AXIAL STRESS= 22467.6 24343.3 PSI PSI ( AXIAL RATIO MOMENT U LOAD MOMENT C LOAD _ ... BENDING STRESS BENDING RATIO ( TOTAL STRESS COMBINED RATIO ( ALLOW RATIO (_ ( (. (_ (__ = ------------------------------= = = 432.0 FT-LBS .0 FT-LBS 1483.3 PSI = ------------------------------= 23950.9 PSI = ------------------------------ = 1. 0000 .7489 .2440 .9929 .9229 .0548 .9778 ( ( ... ( ( ( ( ( ( l ( TOP CHORD INTERIOR PANEL BENDING CHECK FOR LS Mon May 21 14:34:49 1990 (. DESIGN PER STEEL J. INSTITUTE STANDARDS • PURITAN BENNETT MARK NO. T65 ( CHECK ONLY ( SEC= 48 L 3 X 3 X.313 DESIGN LENGTH = 39.31 IN NO FILLERS FY= 50000.0 PSI ( FULLY BRACED LATERALLY .75L/RZ = S0.047 (GOVERNING) .75L/RX = 31 .992 ( AXIAL FORGE MP= 71951.0 LBS UNIFORM LOAD = 966.0 LBS/FT ( PANEL POINT ( ( ( AXIAL STRESS AXIAL RATIO MOMENT U LOAD MOMENT C LOAD BENDING STRESS BENDING RATIO TOTAL STRESS ALLOW STRESS COMBINED RATIO ( MID PANEL AXIAL STRESS = 20210.G PSI = ------------------------------= -864.0 FT-LBS = . 0 FT-LBS = 7319.5 PSI = ------------------------------= 27530. 1 PSI = 30000.0 PSI = ------------------------------ = ( ALLOW AXIAL STRESS= 20210.6 24343.3 PSI PSI ( ( AXIAL RATIO MOMENT U LOAD MOMENT C LOAD .. BENDING STRESS BENDING RATIO TOTAL STRESS COMBINED RATIO (_ ·ALLOW RATIO ( ( (. (. (. (. = ------------------------------= = = 432.0 FT-LBS .0 FT-LBS 1483.3 PSI = ------------------------------= 21693.9 PSI = ------------------------------ = 1. 0000 .6737 .2440 .9177 .8302 .0542 .8844 (I (I (I ( C ( ( (. <.. (. __ (-~ ,:. ~ C· DESIGN PER STEEL JOIS.INSTITUTE STANDARDS PURITAN BENNETT MARK NO. T68 CHECK ONLY • ( SEC= 43 L 3 X 3 X.250 DESIGN LENGTH = 39.31 IN NO FILLERS FY= 50000.0 PSI (· ( FULLY BRACED.LATERALLY .75L/RZ = 49.774 (GOVERNING) .75L/RX = 31 .692 AXIAL FORCE MP= 57621 .0 LBS UNI~ORM LOAD -966.0 LBS/FT ·~·'~f~ "-l- (;.1 PANEL POINT = 20042.1 PSI (, AXIAL STRESS AXIAL RATIO MOMENT U LOAD MOMENT C LOAD BENDING STRESS BENDING RATIO TOTAL STRESS ALLOW STRESS COMBINED RATIO = ------------------------------ (. C· (fl MID PANEL AXIAL STRESS = -864.0 FT-LBS = .0 FT-LBS = 8989.3 PSI = ------------------------------= 29031 .4 PSI = 30000.0 PSI = ------------------------------ = (:~ ALLOW AX I AL STRESS = 20042.1 23574.5 PSI PSI AXIAL RATIO MOMENT U LOAD (~~ MOMENT C LOAD BENDING STRESS BENDING RATIO (:< .,. TOTAL STRESS . ·:: COMBINED RATIO @ .. ,. ALLOW RATIO (·r. -:? f:.-: ~:.!' • ~,' I• ' = ------------------------------= = = 432.0 FT-LBS .0 FT-LBS 1754.8 PSI I = ------------------------------= 21796.9 PSI = ------------------------------ = 1. 0000 .6681 .2996 .9677 .8502 .0666 .9167 ( ( ( ( ( (: ( ( (' } G .c f:·, "' . -~~ .. ·.: ;:{ -.,··ct ' I \.J I ' I ! C j L-I I .,. • -' u . ·-:-J l .J .: \I (· DESIGN PER STEEL JOIS.IN.STITUTE STANDARDS PURITAN. BENNETT MARK NO. T69 CHECK ONLY • C· SEC= 48 L 3 X 3 X.313 DESIGN LENGTH = 39.31 IN NO FILLERS FY= 50000.0 PSI ( FULLY BRACED LATERALLY .75L/RZ = 50.047 (GOVERNING) .75L/RX = 31 .992 ( AXIAL FORCE MP= 80181 .0 LBS UNIFORM LOAD = 966.0 LBS/FT Q PANEL POINT ( < (. AXIAL STRESS AXIAL RATIO MOMENT U LOAD MOMENT C LOAD BENDING STRESS BENDING RATIO TOTAL STRESS ALLOW STRESS COMBINED RATIO (t, MID PANEL AXIAL STRESS = 22522.4 PSI = ------------------------------= -864.0 FT-LBS = .0 FT-LBS = 7319.5 PSI = ------------------------------= 29841. 9 PSI = 30000.0 PSI = ------------------------------ = ALLOW AXIAL STRESS= 22522.4 24343.3 PSI PSI AXIAL RATIO MOMENT U LOAD MOMENT C LOAD BENDING STRESS BENDING RATIO TOTAL STRESS COMBINED RATIO ........... (i11 · ALLOW RATIO r~i \2:· C· C} ---=--------,r----.··--~-_., = ------------------------------= = = 432.0 FT-LBS .0 FT-LBS 1483.3 PSI I = ------------------------------= 24005.6 PSI = ------------------------------ = 1. 0000 .7507 .2440 .9947 .9252 .0549 . 9801 ( ( ( ( ( (. ( ( ( ( (. (/ C ( ( .( r.£., ~ . {-.· : . ·~ \.....· TOP CHORD INTERIOR PANEL BENDING CHECK FOR LS Mon May 21 14:40:31 1990 DESIGN PER STEEL J.T _INSTITUTE STANDARDS • PURITAN BENNETT MARK NO. T79 CHECK ONLY . -~~C = 51 L3-1/2X3-1/2X.287 DESIGN LENGTH = 39.31 IN NO FILLERS FY= 50000.0 PSI FULLY BRACED LATERALLY .7SL/RZ = 42.647 (GOVERNING) .75L/RX = 27:148 AXIAL FORCE MP= 84795.0 LBS UNIFORM LOAD = 966.0 LBS/FT PANEL POINT AXIAL STRESS AXIAL RATIO MOMENT U LOAD MOMENT C LOAD BENDING STRESS BENDING RATIO TOTAL STRESS ALLOW STRESS COMBINED RATIO ·-MID PANEL AXIAL STRESS = 22006.0 PSI = ------------------------------= -864.0 FT-LBS = .0 FT-LBS = 5745.8 PSI = ------------------------------= 27751 .9 PSI = 30000.0 PSI = ------------------------------ = ALLOW AXIAL STRESS= 22006.0 24432.6 PSI PSI AXIAL RATIO MOMENT U LOAD MOMENT C LOAD BENDING STRESS n,~B.~NDIN,G :,f~ATJO -TOTAL STRESS COMBINED RATIO ALLOW RATIO = ------------------------------= = = 432.0 FT-LBS .0 FT-LBS 1119.0 PSI = ------------------------------ = ------------------------------ = 1.0000 .7335 .1915 .9251 .9007 .. 0419 .9426 ------- ....... .. _:;_::• .. .-...,:.: . • ~:\!, .. •-'-. 1:··· :: ·,":.:-..... - ---~ .. ----- ... · ...... -------- ' ·l.: . ' TOP CHORD INTERIOR PANEL BENDING CHECK FOR LS Mon May 21 14:41 :35 1990 DESIGN PER STEEL J.T .INSTITUTE STANDARDS • PURITAN BENNETT MARK NO. T80 CHECK ONLY SEC= 48 L 3 X 3 X.313 DESIGN LENGTH = 39.31 IN NO FILLERS FY= 50000.0 PSI FULLY BRACED LATERALLY .75L/RZ = 50.047 (GOVERNING) .75L/RX = 31.992 AXIAL FORCE MP= 76895.0 LBS UNIFORM LOAD = 966.0 LBS/FT. PANEL POINT AXIAL STRESS AXIAL RATIO MOMENT U LOAD MOMENT C LOAD BENDING STRESS BENDING RATIO TOTAL STRESS ALLOW STRESS COMBINED RATIO MID PANEL -------- AXIAL STRESS ALLOW AXIAL STRESS AXIAL RATIO MOMENT U LOAD MOMENT C LOAD BENDING STRESS BENDING RATIO TOTAL STRESS COMBINED RATIO ALLOW RATIO = 21599.3 PSI = ------------------------------= -864.0 FT-LBS = .0 FT-LBS = 7319.5 PSI = ------------------------------= 28918.8 PSI = 30000.0 PSI = ------------------------------ = = = = = = = = = = 21599.3 PSI 24343.3 PSI 432.0 FT-LBS .0 FT-LBS 1483.3 PSI 23082.6 PSI 1.0000 .7200 .2440 .9640 .8873 .0546 .9419 TOP CHORD INTERIOR PANEL BENDING CHECK FOR LS Thu May 31 10:07:32 1990 DESIGN PER STEEL JOI. IN_STITUTE STANDARDS • PURITAN-BENNETT MARK NO. T81 CHECK ONLY SEC= 43 L 3 X 3 X.250 DESIGN LENGTH = 30.00 IN NO FILLERS FY= 50000.0 PSI FULLY BRACED LATERALLY .75L/RZ = 37.983 (GOVERNING) .75L/RX = 24.184 AXIAL FORCE MP= 62137.0 LBS UNIFORM LOAD = 966.0 LBS/FT PANEL POINT AXIAL STRESS AXIAL RATIO MOMENT U LOAD MOMENT C LOAD BENDING STRESS BENDING RATIO TOTAL STRESS ALLOW STRESS COMBINED RATIO MID PANEL AXIAL STRESS = 21612.9 PSI = ------------------------------= -503.1 FT-LBS = .0 FT-LBS = 5234.7 PSI = ------------------------------= 26847.6 PSI = 30000.0 PSI = ------------------------------ = ALLOW AXIAL STRESS= 21612.9 25184.6 PSI PSI AXIAL RATIO MOMENT U LOAD MOMENT C LOAD BENDING STRESS BENDING RATIO TOTAL" S'rRESS COMBINED RATIO ALLOW RATIO = ------------------------------= = = 251 .6 FT-LBS .0 FT-LBS 1021 .9 PSI = ------------------------------= = ------------------------------ = 1 • 0000 .7204 .1745 .8949 .8582 .0374 .8956 TOP CHORD INTERIOR PANEL BENDING CHECK FOR LS Fri Jun 1 08:14:56 1990 DESIGN PER STEEL JOI.IN.STITUTE STANDARDS • PURITAN BENNETT MARK NO. T82 CHECK ONLY SEC= 48 L 3 X 3 X.313 DESIGN LENGTH = 30.00 IN NO FILLERS FY= 50000.0 PSI FULLY BRACED LATERALLY .7SL/RZ = 38.191 (GOVERNING) .75L/RX = 24.414 AXIAL FORCE MP= 84605.0 LBS UNIFORM LOAD = 966.0 LBS/FT PANEL POINT AXIAL STRESS AXIAL RATIO MOMENT U LOAD MOMENT C LOAD BENDING STRESS BENDING RATIO TOTAL STRESS ALLOW STRESS COMBINED RATIO MID PANEL AXIAL STRESS = 23765.0 PSI = ------------------------------= -503.1 FT-LBS = .0 FT-LBS = 4262.4 PSI = ------------------------------= 28027.4 PSI = 30000.0 PSI = ------------------------------ = ALLOW AXIAL STRESS= 23765.0 26083.3 PSI PSI AXIAL RATIO MOMENT U LOAD MOMENT C LOAD BENDING STRESS BENDING RATIO TOTAL STRESS COMBINED RATIO ALLOW RATIO = ------------------------------= = = 251 .6 FT-LBS .0 FT-LBS 863.8 PSI = ------------------------------= 24628.8 PSI = ------------------------------ = 1.0000 .7922 .1421 .9342 . 9 t 11 .0306 .9417 • •• PURITAN-BENNETT . May 21, 1990 94-9-432 LIST 1 Tl 40LH1080 39,· 311 ** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD ST~DARD INCHES 40.00 39-3 0/0 19.5 1.06 TL .57 LL **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH TOTAL LOAD KIPS LIVE LOAD KIPS .ooo MOMENT PROXIMITY FROM LOAD SUPPORTING DISTANCE IN INCHES PP TO PP WEB MEMBER TC 1.440 11-7 1/2 • 00 4 4 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 38.9167 5-0 0/0 6-6 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-0 0/0 4-11 1/4 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/.0 38 114 40 0/.0 38 114 40 0/0 38 114 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2610.0 38.302 2 -.660 2 4252.5 38.302 Vl .ooo 3 3577.5 38.302 3 1.049 4 5310.0 38.302 ~-4 -.891 5 3870.0 38.302 V2 .ooo 6 3870.0 38.302 5 .891 7 3870.0 38.302 6 -.891 8 3870.0 38.302 V3 .ooo 9 4511.3 38.302 6R .891 10 5152.5 38.302 5R -.891 11 2576.3 38.302 V4 .ooo 12 .o .000 4R .891 13 .o .ooo 3R -.995 14 .o .000 2DR 2.043 15 .o .000 2R .504 RIGHT LEFT VAR DIM 3-0 1/2 VAR DIM INTERIOR PANELS 3-2 1/2 3 AT 7-2 0/0 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 35243.0 29409.0 .o 4252.5 29409.0 .o 20953.0 .o 43864.0 + 17426.6 56876.8 ,r. .o 5310.0 56876.8 .o 9443.2 .o 63928.3 + 3624.9 66635.0 .o 3870.0 66635.0 .o + 2193.5 .o 64997.1 8011.9 59014.4 .o 3870.0 59014.4 .o + 13830.2 .o 48687.1 19439.4 34905.9 . 0 5736.8 37428.2 .o + 41912.7 .o .o ,. ·--•----.··-······._ ~ ', ~ -• ., < < -... -__ PURITAN~ BENNETT . 94..:.9-43·2 · ·LIST ·a;J]l . -------·.---~--~--**CHORD DESIGN** ---.--.-~-~-------. L END ·PANEL PP L END PANEL .MP L VAR PANEL'PP L VAR·PANEL MP ·INT 1PANEL PP. INT·PANEL MP R VAR PANEL MP R VAR .PANEL PP REND PANEL MP R END .. PANEL PP 1· STEEL FY AXIAL STRESS 7632.2 · 71632'.2 .763,2 ~ 2 7632 .2. 17293.1 17293.1 9.058. 8 . 9058.8' 9713. 4 9713.4 SEC DESCRIPTION _ TC: BC 51 L3-·lf.2X~-1/2X. 287 3~ L2-11/2X2-.lj'2X.250 .Mq.y . ·2.1 ;.. 1:9 9 0 -· 50000 •· :PSI AXIA:L MOMENT . RATIO UNI LOAD .2544· -27554.7 • 4295 25:3.21.:6 .2544. -27554.7 -.3317 ~908.g _ .5'76·4 -13867 .5 • 7239 69,33. 8 .5040 12029.0 .3020 -32368.3 .5404 22464.3 • 3238 .-323.68. 3 AXIAL LOAD 'K ·J.<L/R 666~5-· .75 46.6 64997-1.00_175~0 :,,!., • ,., •• > BENDING BENDING 13T~SS RATIO 15270.8 .5090 5465/ •.. 8 • 2137 15270. 8 • 5.090 .5'03.7 .0182 7685-. 4 • 2562 1496.7 .0558 .2-596. 5 .1'017 17938.5 .5979 4849~0 .1955 1:7938 ~ 5 • 5979 I FLRS 2161·. 5DEV 0 94.6. 6-REQ O COMBINED RATIO. .7634 .6431 .7634 • 35-0·0· : ~~-~-~ .6057 • 8999' • 7359· .9217 LENGTH 39-3 0/0 29-2 lj'2 BC SE'C 39 1181.6REQ TL Df~~!J-¥l~2~I2X. 250 AXIA~ag§~~SS ~~~~ BOTTOM CHORD EXTENSION = 0-8 3 /4 · · L/3:60 LIVE LOAD DEV ;::: . 1310.1 PLF,. L/240 LIVE· LOAD DEV = TOTAL LOA,D. FOR -.DEFL = i.123. 5 PLF. -. -2055.1 PLF . *-*iNi3-:PAiE£-oi:siGN**' ----~---------------' .AXIAL LOAD . K LEFT 29409.0 1.00 RIGHT 37428.2 · 1.00 KL/E. 83.9 82.8 Fl1R WEB ·o V 0 2D TO END BASEL .NGM NGM 5-0 .0/.0, .. 4-:I.1 lj' 4 B. DEPTH 5 0/.0 5 Oj'O --------------. . . **WEB DESIGN** STEEL FY= . . . ----~------.---,· WEB ,NO DESCRIPTION 2 125 L 2 X 2 X. l63 Vl:22 L 2 X 2 X.137 3 '25 L 2 X 2 X.163. 4; 14 Ll-l/2xi~112x.1:i.5 V2 1 2 2 · L 2 X 2 X. 13 7 -· 5 6 · 1 1_ 2 1 2 4 Ll-1/2Xl-1/2X.115 L 2 X 2 X.1~7 V3 22 L 2 X 2 · X •. 137 6R 22 L. 2 X 2 . X.!37 5R 14 Ll~l/2Xl~l/2X.115 V4 22 L 2 X 2 -X. 13 7 4R 25 L 2 X 2 X.163 3R 22 L a X 2 X.137 . 2DR 22 L 2 X 2 X.13'7 2R 2 7 . L 2 X .. 2 X. 1'8 8 ---~~---~-------------1':"'9--~'--**BRlDGING ~EQliIREMENTS·**. '5.0000. 0 PSI ~. MIN VERT SHEAR = 5507. 8 LBS. . ·· END REACTION = 22031. O LBS. . · .REQ DEV REQ FILLET AVBL- Q K · · KL/R AX .LOAD AX LOAD WELD SIZE WEI,,D -SLOT 2 1~00 112.0 + 36243.+ 37526. 14.6X .163 16.1+ .OB 1, 1 .•. 00 96.5.,.., 4586.-.7826 .• 2.3X .137 4 .• 9+ .o 2 1.00' 67.0··-20953_ .... 25.949 .• 8.7X .163 10.0+ .O-B- ·2 1.oo·-123.4. + 17427~+ 19907. l:0.2X .115 10.4+ .OB ½ 1 :.88 -§~ :.8 ~ ~~4~ ~-=, i~~t: -~: ~~ : ii~ 16: it : gB 11~-00 145~1 + 8281.+ 15877& 4.lX .137 6,0+ .0 .1 1~00,r96-.5 ... 4203 • ..,.-7826. 2.1x .137 4.9+ -.,o: 1 -1 •. 00~145.1, + :82.8.1~.+ 15877. 4.lx .137 6.0+ -~o. 2 ·1.00 97.0 -8281.-996.5.. 4.8X •. 115 10.4+ .OB 1_.1.00 9.6.5 ~ 42:03.,-7826. 2.·1x .137 4.9+-.o 1 i.oo 145.7 + 13830.+ 1876). 5.1x .163 6.0+ .o 2 1.0·0 .68.-4, -1943,9.-204.5-5. 9.6X .137 10.1+ .OB -1. 1 .• 00 .107.5 -6"108.-67-57.-3.0X .137 4.9+ .O . .. 2 1 .• 00 +37.9 + 4191-3~+ 42999. 15.lX .188 17.2+ .OB TC-RYY-=--i:ai1~-BC-RYY-: 1.440, WLEN/-(TC RYX.> =·254.211 WORKING. LENGTH. = 38. 917 FT . · . . . . BEIDGING SPACING STA,NDARD AT 1,9.458 FT FOR l_ROW(S)' OF H-BRIDGING. NdTE;--TC"".GOVE~ED~BY .... ~ND PANEL DESIGN . : . •',_. .--·· ··:--.... '·,;·, :_ ··, ..... , ,• :: .,: .. -.:, ',,: •'•.: ,• I:• '-; • • <_;' ~ .'•..::,:' k - ·'··:··· . -~. ;_: ./~f::::-c·· ': ~-:_-;/t:·_~:-_)i:'~:." /\;:.,:?,:<:·-,, ·: ..•.• ·:~::.. • ,_·_ ... ·._;:.,.,.,..,. ·.,., 1·· --·:·: ..• :. -~,-"t-~1 .. '1.'' • .... ' ~ ·: .... .;.• • •• PURITAN-BENNETT 94-9-432 LIST 1 May 21, 1990 T2 40LH1260 40' 0-3/4 11 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00· 40-0 3/4 19.9 1.12 TL .52 LL **LOAD CRITERIA** TOTAL LOAD= 1260. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH TC TOTAL LOAD KIPS 1.440 LIVE LOAD KIPS . .000 **TCX/CANT LOAD CRITERIA** ------------------------~- MOMENT DISTANCE 12-1 0/0 L TCX LOADS: UNIFORM= 1386. ~LF. PROXIMITY IN INCHES .oo FROM LOAD SUPPORTING PP TO PP WEB MEMBER 4 4 **BASIC DIMENSIONS** NOTE: LEFT RIGHT WK LENGTH END PANEL END PANEL 39.7292 5-6 0/0 6-6 0/0 DIMENSIONS DEFINED--SPECIAL LEFT VAR DIM 3-0 0/0 RIGHT VAR DIM INTERIOR PANELS 3-6 3/4 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-6 0/0 5-1 3/8 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/0 38 118 40 0/0 38 118 40 0/0 38 118 ~ACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 3360.0 38.156 2 -.596 2 5250.0 38.156 Vl .ooo 3 4147.5 38.156 3 1.060 4 5955.0 38.156 4 -.887 5 4515.0 38.156 V2 .ooo 6 4515.0 38.156 5 .887 7 4515.0 38.156 6 -.887 8 4515.0 38.156 V3 .ooo 9 5374.7 38.156 6R .887 10 6234.4 38.156 SR -.887 11 3117.2 38.156 V4 .000 12 .o· .000 4R .887 13 .o .000 3R -.893 14 .o .000 2DR 2.295 15 .o .000 2R .502 TCX LEFT TCX RIGHT 1-4 0/0 o-0 0/0 AXIAL LO AXIAL LO AXIAL LO · IN WEB TOP CHORD BOT CHORD + 44284.6 38037.6 .o 5250.0 38037.6 . 0 23960.0 .o 54480.4 + 20008.4 69446.4 .o 5955.0 69446.4 .o 11036.2 .o 77701.3 + 4233.6 80868.0 .o 4515.0 80868.0 . 0 + 2568.9 .o 78946.4 9371.5 71936.7 .o 4515.0 71936.7 . 0 + 16174.1 .o 59838.8 24193.1 41789.3 .o 6800.5 44505.7 .o + 49799.8 .o . 0 . ·.·; PURITAN:-BENNETT 94-9-, 432 LIST.·. ·1 T2 . '-'.. . . . -~~---:----------- . · ·. · ... May 21,.· 1~90 ., ' . ... .• ' **CHORD DESIGN** · STEEL FY = · 50000. PSI. ---~--~-----~--- LEND'PANEL PP t ~~-~~It -~~ L VAR PANEL .MP INT PANEL pp. INT PANEL MP R VAR PANEL MP R VAR PANEL PP ~ INB:: t~it ~~ AXIAL STRESS ,8306.-4'' 8'306. 4 8306.4 . . 8306~4-.. 17659. 3 ,, 17659.3 · 9125 •. 6 9125.6. 9718. 8 9718 .• 8 SEC DESCRIPTION TC BC .BC 54 L3~1/2X3-1/2X.344. 4 3 . L 3· X. 3 X. 2:50 · SEC 43 DESCRIPTION . AXIAL MOMENT . RATIO UNI LOAD .2769 ..:3929:1.2 .5099 35909.2 '. ~ 2769 -39291. 2 • 3463 -·2217. 4 • 5886' -16178 •. 8 · • 7111 808:9. 4 .5146 15281.7 .3042 -40725.3 .5481 28148.4 .324Q -40725.3 AXIAL LOAD -K Kµ/R ~0868. ~75 46.9 78946~ ·1.00 145;2 AXIAL STRESS ·28128. CBRMP -~ 9376 ._ •. BENDING. . BENDING . STRESS . . RATIO 18'!l:41. 4 6758. 4 18441.4 ·1040. 8· 7593.5 . 1522.5 2876·. 2 191;1.4.6 ,5297. 8 19114.6 I 2579.lDEV · .· 1007. lREQ 1458.4REQ .6147 .2637 • 6-147 .0361 .2531 .0-544 .1090 .6372 .2070 .6372 FLRS 0 0 TL COMBI-NED RATIO .8.916 • 7736 .8916 .3823 • 841.8 .-7,655 .6236 .9413 • 7-551 • 9611· LENGTH 41-4 3/.4 29-9, 3/4 L 3 X ·3 .X.250 BOTTOM CHORD EXTENSION L/3:60 LIVE LOAD. DEV. = . TbTAL LOAD FOR . DEFL = = 0-10 1/2 1536.5 PLF, 1303. 2 ·PLF. ~/.240 LIVE. LOAD DEV= 2304.8 PLF ·---:------~---~. **TCX DESIGN** . . ' . ~ ' -------------- SEC L 54 TC :61 BR BENDING MOMENT 14784. . ;;iio-·i?iii£-oisiGN;;. I, < • ~ ••• ' • • --:-__________ , _______ "!""9' REQ S DEV. S .493,. ·2.131 REQ 'I ._2:45 DEFLC DEV I· IN~ 5.323 .133 BEARING LENGTH DE.PTH 1-4 010 5 •. oo o-6 0/0 AXIAL LOAD . K KL/R: F~-WEB TO END BASEL. NGM .NGM B. DEPTH LEFT 38037.·6 1.00 93.0 .. 0 V . 5-G 0/0 . 5 0/.0. ~±~~'E---~~~·£e.:.7 1 .• 00 8·6.3 0 2D 5~ 1 3l8 5 0/0. **WEB DESIGN** .. STEEL JrY -=· 50000. · PSI. · MIN VERT SHEAR :::; 6509. 4 LBS-. ~-~------~----. . ~i8 REACfii~N -~ Ri~oiiL~E~BfVBL WEB NO DESCRIJ?TION Q ·K. KL/RAX LOAD AX.LOAD WELD SIZE WELD SLOT 2' 29 L 2 X 2 X.213 2 l_.00 121.4 + 44285·~+ .48398. 15 •. 9X .188 17.2+· .OB v1 22 L 2 x 2 x.i31 1 ~.oo 96.a -5654.-7861. 2.sx .137 4.9+ .o 3· 25 L 2. X 2. X.l.:63 2 1.00. 6·6.4 -,23:9·60 ..... 26067. 9.9X .163 12 •. 5+ .• OB 4. 14 Ll-1/2Xl-1/2X.115 2 -1.00'12·3.2 + 20008.+ 19907. 11 .• 7X .115 13 .• 1+ .OB V2 2.2 L 2 X -2 X.137 1 1. 00 96. 2 -6~.5·9,. -7861_. 3. lX .137 4. 9+ • 0 5 17 Ll-1/2Xl~l/2X.-138 2 1.00 97.3 -· 11036 .• -12097. 5.4X .138 13.1+ .OB ... :6 25 L · 2 X 2 X.163. 1 .1.0:0-145.5 + 9807.+ 18763. 4.lX .163 6.0+ ~O V3.:22 L 2· X 2 X.137 1 ·1_.00-· 96 .• 2. -4'9'19.-7861 •. 2.4X .137 4.9+ .O 6R 25 L 2 X .2 X.163 1 1.00 145~5 +. 9807~+ 18763~ 4.lX .163 6.0+ .-0 5R 14 L1-1/2Xl-1/2X.115 2 1.00· 96_.g ..,· 98.07 . .--Q986.. 5.7X .115 13.1+ .OB V4 22-L 2 X 2 X.137 1 1.00 96.2 -4919.-7861. 2.4X .137 4.9+ .O t~ ~§-t ~-. ~ ~ X.188 1 1.00 146.0 + 16174.+ 2-1500. 5.8X ~188 6.0+ .O 2DR 25 L 2 X 2 · ~-:1~5 ... :l-1:88 i6~:-~: 2 1½~~:= 2.aI~B: 1 ~:8~ :I~5 1 ~:~t :8B 2R 31 L 2 X 2 X.232 .. 2 1.00 ;J:39.1 + 498QO .• + 5245-1. 17.9X .188 18.8.+ .OB ' ··:· '·---.-:· 7,.'1 . ,::· . . -. ' ' . -.... ~ . . -· ;.,. ~ . -. . . .:. ' : C' 0 ~-•" > • ; •.:: : ' :~ :: ·~ ''. ' PURITAN-BENNETT! 94-9-432 LIST T2 1 •• **BRIDGING REQUIREMENTS** ------------------------- • May 21, 1990 TC RYY = 1.849, BC RYY = 1.633, WLEN/(TC RYY) = 257.885 WORKING LENGTH= 39.729 FT BRIDGING SPACING STANDARD AT 19.865 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: TC GOVERNED BY END PANEL DESIGN ,. ,·-··· ••••• , ' . ' ' :, . PURITAN-BENNETT _9_4-9 . .,.. 4 3·2 LIST . 1 . T3. 40:J;.iHJ,.080. 40-'1 0.,..·3)4 11·. . May: 2t, .1990· .· . ;;.-r:oiG-sPiN--5'.oisT-oisiGN ... iiiQvrREME;Ts;;-----~ji--spics-----vui:ciiFT ... iNG-oi::PT*·* ---------------.-~---BRroGtNG..; ___ i:iFi-iNt>--R~iiT-iNi3 _________ .,..icTuii:-i3i;;r:----.---.--- DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 40.,.. 0 3/4 19.9. · . . i.16 TL .62 LL ----------~--~~~-**.µOAP CRJ;Tl!!IHl-\.** TOTALr-~OAD-;-~1080. PLF; LIVE' :£i0,AD = 600. ]?LF". LIVE LOA:D DEFLECTION SPECIFIED AS L/3·60 TOTL. :LOAD DEFLECTION SPECIF.IED AS L/240 ----~-----------------' . ** CONCENTRATEO LOADS** FROM ~E'FT· END Bis.SE LEfNGTH ----TbTiL-LOAD--Livi-i:oAD KIPS . . . · · ,. KIPS Tc 1~440 .~oo . MOMENT PROXIMITY FROM ·. DISTANCE · IN -INCHES . PP 12'-. 1 0/0·. . • 00 4 LOAD SUPPORTING TO PP WEB MEMB~R ' 4 -~~-------------------~---**TCX/CANT LOAD CRITERIA** ----~-------~-~-------:...~---- . L TCX LOADS: .UNIFORM= 1.188. PLF.· **BAsic-oiMEiNsiois;; NOTE=. SPECIAL orM:mNsioNs DE;FINED-- --------------LEFT-... RIGHT ' ' LEFT RIGHT WK/LENGTH END PANEL END-PANEL VAR DIM VAR.DIM INTERIOR PANELS ·3\9.7292 5,;,. q 0/0 6..; _6 0/0: 3-Q 0/0 3-6 3-/4 3 Alf! 7-2 0/0 LEFT TC RIGHT, TC -END PANEL END PANEL 5-6 ~/o ·5-1· 3/8 DEPTH_ DEPTH CENTER. RIGHT DEPTH LEFT 40: 0/0 38 1/4 40 0/0 40 :o/O (ACTUAL) . 38. 11/4 '38 11/4 (EFF) · : ~--------------~--**'rRUSS ANALYSIS** ~---------------~--~ .pp: EFF. WEB WEB. LOAD-LBS DEPTH ME:t-!J SLOPE·. 1. 2880·.o 38.302 '2 ;_: S-98 2,. 4500.0 3·8. 302 Vl •. 000·. 3 35·55. O 38.302 3 ·1.064 -+ 4 5310.0 38. 3'02 4 --~ 891 .+ 5· .3870 •. 0 38. 3.02' V2 ..... .ooo .. 6. '3870. 0 . 38. 302 5· .. .• -s~_:i .7 3·810. o . 38 .•. 302 6 .. -.891 + 8! 3,810. o 3-a. 302 V3 .ooo 9, 4606.·9 '38 •. 302 6R .891 + J~! 5343.8 38.302 .5R -.891. ,... 2·671.·9 38,. 3·02 V4 • 0-00. ,-12, .o • ·00,0 4R .. .• 891 + 1Ji.· • 0 .-.• -000 3R .--.896 -14 .o • 00.0 ~DR 2.304 · 15· . o · • 00'0 2R. .504" + AXIAL'LD· . IN WEB .. 38132 •. 0 · . 4500-. o ... · 20698. 0 ,17330.0 · 53.10. O· :···93,46. 7 3528.3. ·387-0 ~ 0 2290.0 s:108.4 · 38-70. o· 13926-. 7 2:078'5-~ 5 '582-S.4 -4:2692. 8-·· .TCX LEFT J:-4 0/0 TCX RIGHT o-O·-·0/0. .. AXIAL._Lb i,;.AXIAL LD TOP CHORD 'BOT CHORD 32720.1 ~0 3272:0: 1 .0 .o 46895. 5-. 59836-. 3 .o --,:59836.,3 .o ' . ' • 0 66815.6 69450.3 .0 .. 69450.3 .,0 .o 67740.3 61685.6 .o -61685 •. 6 .o .o 51286.2 . 3-5805. 3 .o 3812.4. 8 .o .o .o .... ,. __ , ,. :, • :. ~ •'• , ·-. • .. • • • w • -: ' •• -•• -•• • •• ,,. -; ' • .. ',•: \ .. ,. ' .. ,_ , ' -. ,. ., .· . ·-' . :--. .. ·- ~. • • •• ,_ ¥0 .. ' •• • :, .. _ .,_,_ ,--~-, .. ,:--:: "•i:.,:--•,. ,J_~-_.,..1,.,···.:·.~; ~---::-::-: ·,:' ..,:;:·~:;~,~ ~-··-·.-•. --. -·1-: •• • .:. • .,. _:: .... .!;".'·"~ • . ., '. ·.:_~: -~·.:.-. -~,::·:'.½_::~·~:J·::i.',,.: ~--.~ .;_,,.~-- -~ ·1·.~·-:,::~."!~\':J,,."::,·:_,.·: :.€..: ... ·.:.:·-~' PURITAN-BENNETT 94-9-432 LIST T3 1 • • May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT BENDING STRESS 18664.4 6643.9 BENDING COMBINED STRESS RATIO UNI LOAD RATIO RATIO .9052 .8001 .9052 .4056 .8570 .8105 .6465 .9546 .7822 .9747 LEND PANEL PP 8491.5 .2831 -33678.2 • 6221 . .2720 .6221 .0383 .2562 .0560 .1123 .6449 .2133 .6449 LEND PANEL MP 8491.5 .5282 30779.3 L VAR PANEL PP 8491.5 .2831 -33678.2 18664.4 1053.3 7685.4 1496.7 2827.4 L VAR PANEL MP 8491.5 .3674 -1900.7 INT PANEL PP 18023.8 .6008 -13867.5 INT PANEL MP 18023.8 .7545 6933.8 R VAR PANEL MP 9292.2 .5343 13098.6 R VAR PANEL PP 9292.2 .3097 -34907.4 19345.7 5208.0 19345.7 REND PANEL MP 9894.2 .5689 24127.2 REND PANEL PP 9894.2 .3298 -34907.4 SEC DESCRIPTION AXIAL LOAD K KL/R TC 51 L3-1/.2X3-1/.2X.287 69450 •• 75 46.6 I FLRS 2161.5DEV 0 1007.lREQ 0 1257. 3REQ TL LENGTH 41-4 3/.4 29-6 ll4 BC 39 L2-1,2x2-1,2x.250 67740. 1.00 175.o SEC DESCRIPTION AXIAL STRESS CBRMP BC 39 L2-1/2X2-1/2X.250 29242. .9747 BOTTOM CHORD EXTENSION= 0-8 3/4 L/360 LIVE LOAD DEV= 1287.7 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 1123.5 PLF. 1931.6 PLF **TCX DESIGN** SEC L 51 61 TC BR BENDING -MOMENT 12672. **END PANEL DESIGN** AXIAL LOAD LEFT 32720.1 RIGHT 38124.8 K 1.00 1.00 REQ S .422 KL/R 92.6 85.9 DEV S 1.722 REQ I .210 DEV I 4.545 DEFLC IN. .133 LENGTH 1-4 0/0 o-6 o,o BEARING DEPTH 5.00 FLR WEB TO END BASEL NGM NGM B. DEPTH O V 5-6 0/0 5 0/0 0 2D 5-1 318 5 o1o **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 5615.5 LBS. --------------END REACTION= 22461.8 LBS. WEB NO DESCRIPTION 2 27 L 2 X 2 X.188 Vl 22 L 2 X 2· X.137 3 25 L 2 X 2 X.163 4 14 Ll-1/2Xl-1/2X.115 V2 22 L 2 X 2 X.137 5 14 Ll-1/2Xl-1/2X.115 6 22 L 2 X 2 X.137 V3 22 L 2 X 2 X.137 6R 22 L 2 X 2 X.137 5R 14 Ll-1/2Xl-1/2X.115 V4 22 L 2 X 2 X.137 4R 25 L 2 X 2 X.163 3R 25 L 2 X 2 X.163 2DR 22 L 2 X 2 X.137 2R 27 L 2 X 2 X.188 Q 2 1 2 2 1 2 1 1 1 2 1 1 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 120.8 + 38132.+ 42999. 13.7X .188 16.5+ .OB 9q.5 -4847.-7826. 2.4X .• 137 4.9+ .o 66.5 -20698.-26039. 8.6X .163 10.0+ .OB 123.4 + 17330.+ 19907. 10.lX .115 10.4+ .OB 96.5 -5657.-7826. 2.8X .137 4.9+ .O 97.0 -9347.-9965. 5.5X .115 10.4+ .OB 145.1 + 8443.+ 15877. 4.2X .137 6.0+ .O 96.5 -4217.-7826. 2.lX .137 4.9+ .O 145.1 + 8443.+ 15877. 4.2X .137 6.0+ .O 97.0 -8443.-9965. 4.9X .115 10.4+ .OB 96.5 -4217.-7826. 2.lX .137 4.9+ .O 145.7 + 13927.+ 18763. 5.8X .163 6.0+ .O 72.6 -20785.-24744. 8.6X .163 10.3+ .OB 105.2 -6204.-6983. 3.0X .137 4.8+ .O 137.9 + 42693.+ 42999. 15.3X .188 17.2+ .OB .•. ,, . ' . ·,.: •••••• .. .PURITAN '""'.BENNETT .. _9-4..;;_9_. 432 LIST 1 May_2].., _ 1990 · T3 . . --------~----------------**BRID<;;·ING REQUIRE~ENTS ** ~--~--~~-~------'""'.~------~ T.C'RYY: = 1.837, BC RY.Y = 1.440, WLEN/-(TC RYY) 259.580 WORKING LENGTH.=. 39.729.FT . ~~!~~~~~-~:~~!~~-~!~~~~ AT 19.86·5 FT FOR 1 ROW(S') OF H-BRIDGING. NOTE: TC GOVERNED BY :END .PANEL DESI<;;N l. . •· '-·" . .-, --.•----:, ... · ·-·~··, .... ~-~ . . . . " ~ ~ , __ ..,., _ . .., ·-' . '., - ' ,: -'. ' . . ..... _.: ... • • } PURITAN-BENNETT May 21, 1990 94-9-432 LIST 1 T4 40LH1080 40' 0-3/411 • --------------------------------------------------------~---------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 40-0 3/4 19.9 1.12 TL .62 LL **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH ----------------------TOTAL LOAD LIVE LOAD KIPS KIPS MOMENT PROXIMITY FROM LOAD SUPPORTING DISTANCE IN INCHES PP TO PP WEB MEMBER TC • 360 • 000 12-1 0/0 . 00 4 4 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= 1188. PLF. ·**BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 39.7292 5-6 0/0 6-6 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-6 0/0 5-1 3/8 DEPTH LEFT 40 0/0 38 ll4 DEPTH DEPTH CENTER RIGHT 40 0/0 40 0/0 (ACTUAL) 38 114 38 114 (EFF) **TRUSS ANALYSIS** ,.; EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2880.0 38.302 2 -.598 2 4500.0 38.302 Vl .ooo 3 3555.0 38.302 3 1. 064 4 4230.0 38.302 4 -.891 5 3870.0 -38.302 V2 .ooo 6 3870.0 38.302 5 .891 7 3870.0 38.302 6 -.891 8 3870.0 38.302 V3 .ooo 9 4606.9 38.302 6R .891 10 5343.8 38.302 5R -.891 -11 2671.9 38.302 V4 .ooo 12 .o .000 4R .891 13 .o .000 3R -.896 14 .o .ooo 2DR 2.304 LEFT RIGHT VAR DIM VAR DIM INTERIOR PANELS 3-O 0/0 3-6 3/4 3 AT 7-2 0/0 AXIAL LD IN WEB + 36659.7 4500.0 19660.4 + 16193.3 4230.0 9833.7 + 4015.4 3870.0 + 1803.0 7621.4 3870.0 + 13439.7 20300.0 5825.4 TCX LEFT 1-4 0/0 TCX RIGHT o-0 0/0 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 31456.7 .o 31456.7 .o .o 44921.6 57013.5 .Q 57013.5 .o .o 64356.6 67355.0 .o 67355.0 .o .o 66008.6 60317.6 .o 60317.6 .o .o 50281.9 35162.6 .o 37482.0 .o 15 .o .ooo 2R .504' + 41973.0 .o .o -• ·• .... I ,, . . . . · PURITAN.,. BENNE1I'T · 94-9~ 432 LIST 1 . T4 . . May 21, i990 'lall"!----~'"'"!--~------·**CHORD DESIGN*·* STEEL FY = 50000-. PSI -~--------~-----AXIAL · AXIAL MOMENT · STRESS RATIO UNI LOAD L END; PANEL PP 8163. 7 • 2721 -33·678 .'2 L END PANEL MP . 8163. 7 .5078· 30779 .• 3 L VAR PANEL PP 816-3. 7 • 2721 -33678. 2 L VAR:PANEL MP 8163.7 .3532 -1900.7 INT' PANEL PP 17480.0' .5827 -138'67.5 INT PANEL MP 17480.0 .7318 6933.8 RR V.VARA.'R, PPANAN· EELL Mppp. 9125. 4. • 52-47 13,0.98 .• 6 9125.4 .3042 -3:4-907.4 R END PANEL MP 9727. 3 • 55.93 24127. 2 REND PANEL PP 9727.3 .3242 -34907.4 :_ .• BENDING _STRESS 18664. 4. 6643 .• 9 18664.4 '.1053. 3 · 76:85. 4 1496.7 28.27 .4 19345.7 5208.0 19345.7 BENDING RATIO .6221 .27'01 .6221 • 0382 .2562 .0559 .1120 .6449 .2126 .6449 COMBINED· RATIO .8943 .7778. .8943 • 3914 . • 8388-• 7:876 .6367 .9490 .7719 .9691 SEC DESCRIPTION AXIAL LOAD K KL/R · TC 51 L3-1/2X3-l/2X. 2·87 67355. • 75 46. 6 Bc ~9 L2~172x2-172x.2so 6600~. 1.00 175.o SEC DESCRIPTION · AXIAL STRESS CBRMP I 2161.5DEV 1007~1REQ 12J.9.3REQ FLRS 0 0 TL LENGTH 41-4 3/.4 29-6 174 'BC 3'.9 L2-1/2X2-1/2X. 25.0 2:8360. • 9453 BOTTOM CHORD EXTE-NSION = -0-8 3 / 4 . . L/3'60 LIVE. LOAD. DEV 1287. 7' PLF, L/240 LIVE LOAD DEV= 1931.6 PLF TbTAL LOAD FOR DEFL -10-89. 6 PLF. . ---lall"!-~----~---**T.CX DESIGN**·· -------------- SEC L 51 TC 61 .. BR BENDING MOMENT 12672. REQ S ~422 .DEV S 1.722 REQ I .210 DEFLC IN~ .133 BEARING LENGTH DEPTH 1-4 0/0 5.00 o-6 070 ---~----------------**END PANEL DESIGN** 91!--~--------------·---.' .AXIAL LOAD LEFT 31456.7 RIGHT 37482.0 K .KL/R · FLR WEB 1.00 92.6 0 V 1.00 85.9 O 2D TO END BASEL 'NGM NGM .5-'6 01.0· 5-1 3/8 B. DEPTH 5 0/.0 5 070 *~WEB DESIGN** STEEL FY = 50:000. PSI. MIN VERT SHEAR = -"END REACTION= REQ _ ... DEV . ----------"""!'"--~ WEB 2· Vl 3 4.· V2 5 6 V.3 6R 5R V4 4R 3R 2•DR ~R ' -, } . NO DESCRIPTION 25 L 2 x·· 2:t, .. X.163 22 L 2 X 2. X.137 22 L 2 X 2 X.137 27 L 2 x· 2 .. X .• 1.88 . 22 I.;-2 X 2 X.137 14 Ll.,.l/4Xl-1/2X.115 22 L 2 .X ·2 X.137 22. L 2 x· 2 X.137 22 L 2 X 2 X.137. 14 Ll-1/2Xl-1/2X.115 22 L 2 X 2 X.137 25 L 2 X 2. X.163 2.5 L· 2 X ·2 ·x.163 22 L ·2 X 2· · X.137 -;,7· L 2 ·X 2 ·x.188 Q 2 1 2 . ·1 1 2 1 1 1 2 1 1 2 1 2 ·K 1 .• 00 ·1. 00 .1. 00 1.00 .1.·00 1 .• 00 1.00 .1. 00. 1.·00. 1.00 1.00 1 .• 00 1.·0.0 . 1. o.o 1.00 KL/RAX LOAD AX LOAD 12·0.2 + 3"6660.+ 37526. 96~5 -4837.~ 7826. -66.2 -i--196.60.-20790~ 146.2 + 16193.+ 21500. · 96~5 ~ 4567.~ 7826. 97 • 0 -9·8 3 4 ~ -. 9 9 65 • 145.1 + '. -8 .. 158.+ 15877. 9 6 • ·5 -4.2 0 7 '• -7 8 2 6 • 145.1 + 8158.+ 15877. 97.0 ~ 8158.-9965. 96.5 -4207.-7826. 145.7 + 13440.+ 18763. 72.6 -20300.-24744. ~05.2 -p~93.-6983 • 137.9 + 41973.+ 42999. -... , ... ,, ·. '. · .. •' ' ·-:. -, . ~. . ;, '.,: .;-. ' .:~: --... - , -~· -.· ' ........ ,. . .~-..• : _: 'f '·, . .... _,1.,. ... . :_:--:-.. --,-·. ... .., . .: . . ~ ~ . -. . -. ' .. , : ·-;. ... . ~ ,·.•, .. 5426.4 LBS. 21705.8 LBS. REQ FILLET AVBL . WELD SIZE WELD SLOT 15.lX .163 16~5+ .OB 2.4X .137 4.9+ .O 9.7X .137 10.0+ .OB 5.8X .188 6.0+ .O Z.2X .137 4.9+ .O 5.8X .115 10.4+ .OB 4.0X .137 6.0+ .O 2.lX .137 4.9+ .O 4.0X .137 6.0+ .O 4 •. ax .115 10-. 4+ ·. OB 2.lX .137 4.9+ .O 5.6X .163 6.0+ .O 8.4X .163 10.3+ .OB 3.0X .137 4.8+ .O 15.lX .188 17.2+ .OB ·, :., ... -:.··-' .• ! , •. ', .. . .. _,_,. . ·'-· . . . ~ < : ,. • ...:. : ' ·"'_, .. -. -·, I PURITAN-BENNETT 94-9-432 LIST T4 1 • **BRIDGING REQUIREMENTS** ------------------------- • May 21, 1990 TC RYY = 1.837, BC RYY = 1.440, WLEN/(TC RYY) = 259.580 WORKING LENGTH= 39.729 FT BRIDGING SPACING STANDARD AT 19.865 FT FOR 1 ROW(S) OF H-BRIDGING. -------------------------NOTE: TC GOVERNED BY END PANEL DESIGN .' ._. . :·. -- ••••• ' -', ,,, " PURITAN-BENNETT · May ~1, ;L9-9.0 94-9-: 43,2· LIST · 1 T5 , 40:LH108_0 . 38' .. ·9--1/2 11 . ----,.------.,..-------.,..------t,,------.,..---------------·-.--... ..,..,.. ... -------------------------* * LO!'fG SPAN .JOIS':1:1 DESIGN REQUI~MENTS** SOT SPECS VU:LCRAFT ENG OEPT** -~;;;;-~;;-~;~~;;---j.jig~iiG-----~i~~iB-iiii~jg---------icjg~h;~EFL ________ _ 40.00 38-9 1/2 ·19.2 1.03 TL .57 LL . . -----------------**LOAD CRITERIA** . ·~~-~-~~---~------TOTAl.!, LOAD = 108·0. PLF, LIVE LOA.D :::;: 600. PLF. LIVE-'LOAD DEFLECTION SPECIFIED AS L/360 TOTL.LOAD DEFLECTION SPECIFIED AS L/'.240 --~~--~-~------~~----~ -** CONCENTRATED LOADS** F~OM LEFT_· ENp BA$~ LE_NGTH-. . ----,~----.,..-----------TO.TAL LOAD LIVE LOAD. MOMENT PROXIMITY FROM LOAD SUPPORTING o:i;·sT~.CE. IN. INCHES . PP TO pp .WEB MEMBER 11-.2 0/0 .oo 4 4 KIPS KIPs··· TC .360 .00.0 ---------~----------------**TCX/'CANT LOAD CRITERIA** ----~~---~-~-----"".""--------- i Li· TOX LOADS: .UNIFORM == 1188 .• PLF. NOTE: SPECIAL ):)IMENSIONS DEF.INED----------~-~---------LEFT .RIGHT WK,LENGTH END PANEL END.PANEL 38. 4.583' 5-O 0/0 6-o 0/0 LEFT VAR DIM 2-7 0/0 . RIGHT VAR DIM 3-2 1/2 INTERIOR PANELS. 3 AT 7-2 0/0 LEFT .T.C RIGHT TC END .. PANEL END PANEL .5~ 0 0/0 4-11· 1,d4 . DEPTH DEPTH DEPTH LEFT. 4.0 :0/0 38 1 1'/4 .CENTER · RIGHT . . 40 Of Q 4-0 0 / b. (ACTUAL) 38 1/ 4 38 ll 4_ (EFF} ---~--------------**TRUSS. ANALYSIS'** --~--~-~--~--------- 'i,', pp·. LOAD-DBS 1' 2-6 l·d • O 2 4005,. 0 3 33'3:o:~o 4. 4230. 0 5 3870.0 6 387-0.-0 .. 7 3870.0 8 3·87'0 .• O· 9 4511 .• 3 101 5152. 5 11 2576.3- 12' • 0 13. • 0 14; .0 1!;> -• 0 EFF DEPTH-38. 3:09 38.309 38.309 ·38. 309 38.309 38. 3·0.9· 38.309 38.309 38 •. 309 38.309 38.309 .000 .ooo.· • 000 .. • 000 WEB MEM ·2 Vl 3· .4 V2 5 6 V3 6R 5R V4. 4R 3R 2DR '~R WEB. -SLOPE· + · --~ 661 .ooo ,- ·-·1·. 236 -. 8·91 .ooo •. 891 · -.891 • 000. + + + .891 ,-.891 • o'oo .8,91 -.995 2~043 .504' + + AXIAI.i LO ~" IN WEB · 334.12 .1 4005 .• 0 18536.4 16"655. 8. '4230.0 .1·02:9.6·. 9 4479. 1 .· 3·870. 0 13'38 ~ 6 7156 .,4 . 3870.0 .·. 12974.1 186'31.6· 5736. 5 . 4064''3. 3 . ' .... , · .. ·, .... /' ,,;, •'' ... : • -• '-· ·-·1 • ~ '\ • .' • -. : -· --_..,.. -~ .. -·~ '. ' •• ' '. 1 -· . . ' '~ . -""•'•. . ' : : __ ....... ~: .. ; :-:.: . ;~, ' ' ' :·. ,.,..' . ·. ·-. ' -. :.---.:·~.·.:. ...... '::' ,:~.,,.--, .. : ... __ .... ~-.. .. -',, .. ~--·~. ·, '' '• . •J, TCX LEFT o-5 0/0 TCX RIGHT o-0·010 AXIAL LD TOP CHORD 27879.7 27879.7 .o 51976.2 ·51976 ~ 2 63·008: g 630-08. 8 .o 56665.9 56665.9 .o 3-3771.,4 36.2,~3. 3 • 0. • ·:-.. .,. .•. > .. -... :., . .. ,-~-..... AXIAL LD BOT CHORD ~o .o 39540.0 .o .o 59664.5 .o .o 62009.3 .o .o 46978.7 .o .o .o ...... . -.. ,: • ~. -• • • '•, • ,I .. .. . . -.-.. ~--~ ' .. ' -• • ••• • • l -·--' . ,._ •' . ~-~-' .. ,,. . . . • •• PURITAN-BENNETT 94-9-432 LIST T5 1 May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 7235.3 7235.3 7235.3 7235.3 16352.1 16352.1 8764.4 8764.4 9418.8 9418.8 SEC DESCRIPTION TC BC 51 L3-l/2X3-1/2X.287 38 L2-112X2-112X.230 AXIAL MOMENT RATIO UNI LOAD .2412 -27344.6 .4071 25407.6 .2412 -27344.6 .2998 -3395.1 .5451 -13867.5 .6845 6933.8 .4876 12029.0 .2921 -32368.3 .5240 22464.3 .3140 -32368.3 AXIAL LOAD K KL/R 63009. .75 46.6 62009. 1.00 174.6 BENDING STRESS 15154.3 5484.4 15154.3 1881.6 7685.4 1496.7 2596.5 17938.5 4849.0 17938.5 BENDING RATIO .5051 .2130 .5051 .0673 .2562 .0556 .1013 .5979 .1945 .5979 I FLRS COMBINED RATIO .7463 .6202 .7463 .3671 .8012 .7402 .5889 .8901 .7185 .9119 LENGTH 39-2 1/2 28-9 o,o SEC DESCRIPTION AXIAL STRESS CBRMP 2057.7DEV 0 913.5REQ 0 1104.4REQ TL BC 38 L2-1/2X2-1/2X.230 28716. .9572 BOTTOM CHORD EXTENSION= 0-8 3,4 ~6~X£ tBX~ ~g~DDiit: f5~~:6 ~tF~ L/240 LIVE LOAD DEV= 2027.2 PLF **TCX DESIGN** SEC L 51 61 TC BR BENDING MOMENT 1238. **END PANEL DESIGN** AXIAL LOAD K LEFT 27879.7 1.00 RIGHT 36293.3 1.00 **WEB DESIGN** STEEL FY WEB NO DESCRIPTION 2 25 L 2 X 2 X.163 Vl 22 L 2 X 2 X.137 3 22 L 2 X 2 X.137 4 27 L 2 X 2 X.188 V2 22 L 2 X 2 X.137 5 17 Ll-1/2Xl-1/2X.138 6 22 L 2 X 2 X.137 V3 22 L 2 X 2 X.137 6R 22 L 2 X 2 X.137 5R 14 Ll-1/2Xl-1/2X.115 V4 22 L 2 X 2 X.137 4R 25 L 2 X 2 X.163 3R 22 L 2 X 2 X.137 2DR 22 L 2 X 2 X.137 2R 27 L 2 X 2 X.188 REQ S .041 DEV S 1.722 REQ I .006 DEV I 4.545 DEFLC IN. .042 LENGTH o-5 0/0 0-6 0/0 BEARING DEPTH 5.00 KL/R FLR WEB 83.9 0 V TO END BASEL NGM NGM 5-0 0/0 B. DEPTH 5 0/0 5 0/0 82.8 0 2D 4-11 1,4 = 50000. PSI. MIN VERT SHEAR= 5256.1 LBS. Q2 K 1.00 1 1.00 2 1.00 1 1.00 1 1.00 2 1.00 1 1.00 1 1.00 1 1.00 2 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1.00 END REACTION= 21024.5 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 112.0 + 33412.+ 37526. 13.8X .163 16.2+ .OB 96.6 -4320.-7825. 2.lX .137 4.9+ .0 62.1 -18536.-21407. 9.lX .137 10.0+ .OB 146.3 + 16656.+ 21500. 6.0X .188 6.0+ .0 96.6 -4545.-7825. 2.2x .137 4.9+ .o 97.5 -10297.-12066. 5.0X .138 10.5+ .OB 145.2 + 7902.+ 15877. 3.9X .137 6.0+ .0 96.6 -4185.-7825. 2.lX .137 4.9+ .0 145.2 + 7902.+ 15877. 3.9X .137 6.0+ .0 97.0 -7902.-9964. 4.6X .115 10.5+ .OB 96.6 -4185.-7825. 2.lX .137 4.9+ .0 145.7 + 12974.+ 18763. 5.4X .163 6.0+ .0 68.4 -18632.-20454. 9.2X .137 10.2+ .OB 107.5 -6087.-6755. 3.0X .137 4.9+ .0 137.9 + 40643.+ 42999. 14.6X .188 17.4+ .OB PURITAN-BENNETT.· 94-9-' 432 LIST T5 . ,l ------1--..:.-------,.----~!'--~---* *BRIDGING R~QUIREMENTS*~ . , .. : .... "" .. , . · ':t,ja:y . 21, J. 9 9 o ., ' . . .. . .... ---~-~--------------~~---. . · TC RYY = 1 .• 837, BC RYY = 1.435, WLEN./ (TC RYY) · -~.51.276 WORKING. LENGTH =; . 3 8 • 4 5:a FT . _ . 'BRIDG;CNG SPACING STANDARD AT 19 • .229 FT .FOR 1 ROW(S) OF ·H-BRIDGING • . ---~-----------------... ----NOTE:· TC GOV:E!m:TED BY END .PANEL DESIGN . ., ' ' -~-, .• > .. , . .,, --.. · • ,. • • • • 1 ~ •• •• ... ' • • .; ... :.. ••• • •• ,, . . . -. '~. •• -; ~i:... ... , ~-·. ".:.: .. '·"· •• .-~ _1 ' ,•'-.:. ·. ::··., ·--... ·~-.. . ~::. ...... :.·7·;,~;-;:·:~·.;:.'", ·.,.· .. ,;;· .. :¥·.·~·::-···.-:·-~-· · .... :. ... ·_,_,,. ;-,:· ::· ... -·:. '••' :,,, --,:· .:~ ,.?:.~ ... -.: . .:M·:.~." ,,.,_;_,::·.·· -;·:~.·-: •"-,·~ >'"•.'• ,,.,.~ ••,.,:', -.~ ....... ~ .... f, •'•:_,.:"', :·: ... t=-~--\· ;-~~--.-·~, O ...... ~ ..... ~ .. ;~, ... _, ~-' . .-·.::. :.~------·· •• ·• .. ··:· .. ·t;,,, ',. -.. -... -• ' . . ···::·:.'?:..·:.:: . --- • • PURITAN-BENNETT May 21, 1990 94-9-· 432 LIST 1 T6 40LH1080 38' 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 38-11 1/2 19.3 1.05 TL .58 LL **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 ** CONCENTRATED LOADS** FROM LEFT ·END BASE LENGTH ----------------------TOTAL LOAD LIVE LOAD MOMENT PROXIMITY FROM LOAD SUPPORTING KIPS KIPS DISTANCE IN INCHES PP TO PP WEB MEMBER TC .360 .000 10-11 3/4 .00 4 4 --------------------**BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED----------------------LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 38.6250 5-O 0/0 7-O 0/0 2-4 3/4 3-O 3/4 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-0 0/0 5-2 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 40 0/.0 38 1/4 40 0/0 40 0/.0 (ACTUAL) 38 1/4 38 1/4 (EFF} **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2610.0 38.309 2 -.661 2 3903.8 38.309 Vl .ooo 3 3228.8 38.309 3 1.332 4 4230.0 38.309 4 -.891 5 3870.0 38.309 V2 .ooo 6 3870.0 38.309 5. .891 7 3870.0 38.309 6 -.891 8 3870.0 38.309 V3 .ooo 9 4556.3 38.309 6R .891 10 5343.8 38.309 5R -.891 11 2722.5 38.309 V4 .ooo 12 .o .000 4R .891 13 .o .000 3R -1.042 14 .o .000 2DR 1.782 15 .o .000 2R .467 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 33579.4 28019.2 .o 3903.8 28019.2 .o 18257.9 .o 38978.4 + 17098.8 51745.4 .o 4230.0 51745.4 .o 10739.9 .o 59764.5 + 4922.1 63439.6 .o 3870.0 63439.6 .o + 895.6 .o 62770.9 6713.4 57758.3 .o 3870.0 57758.3 .o + 12531.1 .• 0 48401.8 17864.9 36034.4 .o 6127.8 39033.4 .o + 43083.1 .o .o : . ' ' . ~ . ' ',-;: ; ' ,' .• ·:>/ ' ' .·.·:····· -, ~ •• ' 4 • ' • ' - ' ' < ~ '. I '.' PURI!:r-AN-BENNETT· 94.:.9..;. 432 LIST · 1, T6 . . . .. May 21, ,19-90 ·;;;;ciio~b-oisi~N;;;; STE!EL-:FY .50000. , Ps:c ' . . ----------------· . . L END1PANEL PP L END,PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL El? INT .PANEL MP R VAR PANEL MP R VAR PANEL PP R END PANEL MP , REND PANEL PP AXIAL :STRESS 7271.6 7271.6 7211.6 7271.6 16463.9 164.63 ;9 · ·9351. 7 9351.7 l.-0130.0 101~0 .·o SEC 'DESCRIPTION . TC 51 L3-1/.2X3-1/.2X.287 BC 38 L2..,,1,2x2·-1,2x. 230 AXIAL . MOMENT RATIO · UNI LOAD .2424 -2741!.6 .4-092 25379.3, .242-4 -2.74:13 .·6· ~2959 -421-4. 7 , ·•• 5648·.9a 2a . ..,13a6·1. 5 . 6'933 •. 8 • 5283 · 12.042. 9 .3:117 -35302.8 • 5932 .25418. 0 • 3<377 -353·02. 8 AXIAL LOAIY K . · -KL/R 63440. • 75 . 46; 6 62771. 1.00 .174.6 SEC BC ·38 DESCRIPTION AXIAL.STRESS CBRMP • 9'63'7 · L2-l/2X2-l/2X. 2·30. . 289'12. . BENDING BENDING COMBINED STRESS .RATIO RA,TIO. 15192.6 .5064 .7488 5478~3 .2129 .6221 15192 .• 6 • 5064 • 748'8 . 2335.8 .0833 ;3792 7685.4 .2562 .8050 1496~7 .0556 .7449 2599 .• 5 •• 6;1.502272 • 6'310· 19564.8 .9639 5486~6 .2274 .8205 19564.8 .6522 .9898 I , FLRS . LENGTH 2057.?DEV O 38-11 1/2 925.5REQ O -28-5 070 1116.7RE!Q TL BOT,TbM. CHORD EXTENSION ~ 0-8 3./4 L/'360 LIVE LOAD DEV = 1334.·0 PLF Tb.TAL LOAD FOR DEFL = 108 6 ! 0 PLF ~ ~/24·0 ~IVE LOAD DEV = 2001.0 PLF ---~---,-----~------------------~-----~~-' AXIAL LOAD K KL/R FLR WEB.' TO END BASEL NGM NGM B. DEPTH LEFT . 2·ao19. 2 1. 00 ,8873 .• _. 95 0 V 5~ 0 0/0 5 0 /.0 RIGHT· 39033. 4 1 ~ 00 . 0 .2D ·5..:. 2 1i'2 5 010 ---~--~-------' ::~~~~-~~~:~~~-: STEEL FY = 50000.~ PSI. M:J:~NiE~A~¥¥~ : 2 if i~: ~ tt~: I ' . REQ ' DEV : REQ FILLET AVBL ' WEB; NO DESCRIPTION . Q . K . KL/R AX LOAD ,AX LOAD WELD SIZE WELD SLOT 2 t 25 L 2 X 2 X.1.63 . 2 '1.00 112.0 + 33579.+ 37526. 13.9X .163 16.2+ .OB Vl: 22 L 2 · X 2 X.13.7 1 1.00 ·. 96.~6 -:4221 .• -. 7825 •. 2.lX .137 4.9+ .O 3·,22 L·2_ X ·2 .X •. 137· ·21-.00 60.4 -1:8258 .• --.-21661. 9.-0X .13710.0+, ~OB 4 ; 14 L1-.1/:i?Xl-1/2X.115 . ,2 1.00 123.4 + 17099.+ 1·9907 .. 10.ox .115 10.5+ .OB V.-2. 22 L .2 _X 2 X~13'7 1 ·l,.00 96.6 -4547 .. :-7825. ·2.2X .137 4.·9+ .O 5 17 Ll-.1/2Xl-.1/2X.138 2 1.00 · 97.·5 -10740.·-12066. 5.2X .138 10.5+ .OB 6 22 L 2 X 2 X~137 1 1~00 145.2 + 7936,+ 15877. 3.9X .1;37 6.0+ .Q V3 22· L 2 X 2 X..137-iiii, 1 1 .• 0·0 96.6 -4·187.-7825. 2.lX .13,7 4·.·9+ .'O 6R22 L ·2 X 2 x.13r: · ·1 1·.00· 145.2 + 7936.+ 15'877. 3.9X .137 6".0+ .0 5R 14 Ll-1/2X1-1/~X.115 2 1~00· 97.0..,. -7936.-99E4. 4.6X .115 10.5+ .OB V:4 2·2 L 2 X 2. X~137 1 1 .• 00 · 96.6 "".' _· 4187.-· 7825. 2.lX .137, 4 • .9+ .O 4R 25-L. 2 X 2· X.1E53 1 1..00 145 .• 7 + 12'531.+ 1876.3 •. 5.2X .163 6.0+ .O 3.R 22 L 2, X 2 X.137, 2 1.00 66~9 -178·6-5.-20'6.91. a.ax .137 10.1+ · .OB 2:DR 25 L 2 X 2 X,.163 .1.1.00 ::i,:ta:~-2 -'6492.-7556. 2.7X .163 5~0+ .O . 2·R 27 L 2. X 2: X.J.i88 . 2-1 •. 00 146-.6 + 43083.+ 4299-9. i5.5X .188 17.a+ .OB -~---~-~--------~--~---~-'. **BRIDGING REQUIREMENT$** -----------~-------------TC RYY :::;_ 1.837, BC RYY = 1.435,,.WLEN/(TC RYY) = 252.365 WORKING .LENGTH = 38. 625 'FT · . . . -· ·_. _ .. BRIDGING S0PACING STANPARDA,T-19.31;3 FT FOR' 1 ROW(S) OF H--BRIDGING. _________ _: _____ "'!"'" _______ ..., __ ~_ NOTE: TC GOVERN~D :J3Y :ENb PANEl~ D~SIGN ·-· _ . -' -· ,. ~ ' . . ~ . ' . -' ·., __ : ·.' . - . ·. __ :.: -.... :,: • 1 -~ • .. '·-···· '· ., . ' .. - . . . ·': .,,..~,~·· ,·: .,-'' ·-: ,. ~: ~ ~. ' ,'! • • PURITAN-BENNETT 94-9-432 LIST 1 · May 21, 1990 T7 40LH1080 38' 7-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH 40.00 BS LENGTH 38-7 1/2 SPACING STANDARD STANDARD INCHES 19.1 1.01 TL .. **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 ** CONCENTRATED LOADS** .56 LL TOTAL LOAD KIPS TC .360 LIVE LOAD KIPS .000 FROM LEFT END BASE LENGTH MOMENT PROXIMITY FROM DISTANCE IN INCHES PP 10-7 1/2 .oo 4 LOAD SUPPORTING TO PP WEB MEMBER 4 **TCX/CANT LOAD CRITERIA** R TCX LOADS: UNIFORM= 1188. PLF. --------------------**BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 38.2917 5-0 0/0 7-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-0 0/0 5-2 1/2 DEPTH LEFT 40 0/0 38-1/4 DEPTH DEPTH CENTER RIGHT 40 0/0 40 0/.0 (ACTUAL) 38 1/4 38 1/4 '(EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2610.0 38.309 2 -.661 2 3712.5 38.309 Vl .ooo 3 3037.5 38.309 3 1.564 4 4230.0 38.309 4 -.891 5 3870.0 38.309-V2 .ooo 6 3870.0 38.309 5 .891 7 3870.0 38.309 6 -.891 8 3870.0 38.309 V3 .000 9 4567.5 38.309 6R .891 10 5355.0 38.309 5R -.891 11 2722.5 38.309 V4· .ooo 12 .o .ooo 4R. .891 13 .o .000 3R -1.035 14 .o .000 2DR 1.782 15 .o .000 2R .467 LEFT RIGHT VAR DIM VAR DIM INTERIOR PANELS 2-O 1/2· 3-1 0/0 3 AT 7-2 0/0 AXIAL LD IN WEB + 33257.3 3712.5 17350.2 + 17406.9 4230.0 11048.0 + 5230.2 3870.0 + 587.5 6405.3 3870.0 + 12223.0 17654.0 6140.7 + 42652.0 TCX LEFT o-0 0/0 TCX RIGHT o-2 0/0 .AXIAL LD AXIAL LD TOP CHORD BOT CHORD 27750.4 .o 27750.4 .o .o 37098.3 50095.4 .o 50095.4 .o .o 58344.4 62249.7 .o 62249.7 • 0 .o 61811.0 57028.4 .o 57028.4 .o .o 47902.0 35637.5 .o 38642.9 .o .o .o ' .... _,· -PURITkN..,.BENNETT 94-9-43.2 LIST. . .1 . . T7 . ----------------. . . .', .•. :,'_ ,.;_ . ' '-;. .' -. ,, . -< : ... ,-'-. May 21,. 1990 **Cl:IORD DESIGN** STE_E;L FY 50.000. :PSI ----~-----------.. AXIAL AXIAL .MOMENT STRESS RATIO._ UNI LOAD L END: PANEL PP 7201.8 .2401 -2'.779'8.4 L END· PANEL MP 7201.8 · .405.3 2·5222 •. 0, L VAR PANEL PP 72,01.8 •022._484010 -27798.4 L VAR' PkNEL MP .-·7201~8 -:-.5.273:.1 INT PANEL PP . 16155 .1 . 5-3:85. -13.8-67. 5,. INT PANEL MP 16155 .1 • 67-63 69'..3'3. 8 R VAR PANEL _MP 924S. 7 • 5245 12222 .4. R VAR PANEL PP 9248. 7 • 3083 -3.5408 .2 REND PANEL MP 10028.6 .5'872 ·25316.7 R ENr;> PANEL pp 10028.6 .3343 ..,.35408.2 SEC DESCRIPTION . . · ·AXIA,;L LOAD K . K~/R ~C 51 L3-1/2X3~1/2Xa2a7 62250 •• 75 46.6 BC . 3.·8 L2-li'2X2-114X .• 230. · 618,11. 1.00 174.6 SEC DESCRIPTION AXIAL STRESS CBRMP · Bc a8 L2-1t2x2~112x. 230 · · 2:8310. • 945·7 • • BENDING STRESS .15405.8 .5444. ;3-154.05. 8 2922.4 7-68'5. 4: 149-6. 7 2638.3 19623.2 ·5477. 7 19623.2 BENDING RATIO .5135 .2113 .5135 .1036 .2562 .0556 .1042 .6541 .2265 .6541 I . 2057.7DE:V 901.7REQ 1086. 3·REQ FLRS 0 0 TL COMBINED RATIO. • 75'36 • 61'66 • 753'<5 • 387'6 .7947 • 7·319 .6287 .9624 .813,8 .9884 LENGTH 38--9. 1/2 2·8-1 o,o BOTTOM CHORD EXTENSION= 0-8 3/4 L/.360 LIVE LOAD DEV= 1369.2 PLF, L/240 :LIVE LOAD DEV= TOTAL LOAD FOR'DEFL = 1084.3 PIJF. 2053.7 PLF --------------**TC:X DESIGN** -------------- SEC. R 51 TC-61 BR BENDING MOMENT 198. REQ s .007 DEV s 1.722 REQ I .000 DEFLC DEV I IN. 4. 545 •. 017 BEARING LENGTH DEPTH o-2 0/0 5.00 o-6 0"/0 ' . -------------------- WEB NO: 2 25 Vi 22 3 20 4 -14 V:-2 22 5 17 6 ·22 V3 2-2 6R 22 5R 14 V4-22 4'R 22 3'R 22 2DR 25. 2R 27 KL/R FLR · WEB· 83.9 0 V TO END·BASEL NGM NGM 5..;: d 0/0 B. DEPTH 5 0/0 5 o,o 87.5 0 2D 5-2 1l2 STEEL FY.= '500QO •. PSI. MIN VERT SHEAR= 5234.8 LBS. END REACTION == 20939. 2 LBS .• DESCRIPTION L 2 · Xi 2 X.163 L ·2 -x· 2· X.137 Ll-1/2X1-1[2X.170 L1-1i'2X1~1r2:X.11'5 .. L . "2 X 2 ·X.13.7 L1-1/2X1-1/2X.13a L 2 X 2 · X.137 L, -2-. X. 2 X.137· L 2 X 2 X.137 L1-1/2X1-1/2.X.115 L 2 X · 2 X.137 L 2 X 2 X.137 L 2 X 2 X.137 ·· t -~. ~ l ~:l~~- -:.· .. •' . . :• ... . . REQ _ DEV REQ FILLET AVBL Q K . K~/R AX LOAD AX LOAD WELD SIZE WELD SLOT a 1.0-0 112.0 + 33257.+ 37526.~13.7X .163 16.2+ .OB 1 1.00 96 •. 6 -4024.-7825. 2.ox .137 4.9+ .o 2 1.0'0 · 77.3· -17350.-.1.880'1. 6.9X .170 9.6+ ·-.OB 2 1.00 123~4 + 17407.+ 19907. 10.2X .115 10.5+ .OB 1 1.00 96.6 -4541.-78a5. 2.2x .131 4.9+ .o 2 1. 00 . 97. 5 --11048:. -12066. 5. 4X .138 10. 5+ . OB 1-1.00 145.2 + 7869.+ 15877. 3.9X .137 6.-0+ .O 1 1~00 96,6..; · 4181.-7825. 2.lX .137 4.9+ ;o 1 1~00 145.2 + 786~.+ 15877. 3.9X .137. 6~0+ .O 2· 1.00 97.0 -.7869.-9964. 4.6X .115 10.5+ .OB 1 1~00 96.6 -4181.-78'25. 2.lX .137 4.9+ .O 1 1.·00 145.2 + 1.2223~+ 15877. 6.0X .137 6.0+ .O 2·1.00 67.1 -· 17654.-20657. 8.7X .137 10.2+ .OB 1l.-00111.2 -6498.~ 7556. 2.7X .163 5.0+ .O 2 1.00 146,6 + 41652.+ 42999. 15.3X .188 17.8+ .OB ~-· ~-1 .-, ,. • • • • , • ~~-_ ...... ,. ~-~ .. -~: -: .-::--:.--,;'. -~ ·. ,., : ' ' ' ... ,. ,., ,._ .. .,!~ • ' -.. PURITAN-BENNETT 94-9-432 LIST T7 1 •• **BRIDGING REQUIREMENTS** ------------------------- • May 21, 1990 TC RYY = 1.837, BC RYY = 1.435, WLEN/(TC RYY) = 250.187 WORKING LENGTH= 38.292 FT BRIDGING SPACING STANDARD AT 19.146 FT FOR 1 ROW(S) OF H-BRIDGING. -------------------------NOTE: TC GOVERNED BY END PANEL DESIGN ,, ·-· -PURITAN-BENNETT . Mc;ty 21, .199.0 94-9.., 432 LIST · 1 T8 , -40LH1080 38' . 1-i/ 4." ;;-LONG-.sPiii~JOIST-;ESIGN-REQUIRE~Eiiis;;----~SJ:t-SPECS~--~-VULCRAFT-ENG-DEPT;; ----~---~-----------BRroGrNci ____ tiFT-ENo-RGHT-iNo ____ _,~-~-icTuii:-oiFi:-----~--- oEPTH BS LENGTH SPACI-NG STANDARD STANDARD INCHES 40.0(:) 38-7 1/4 19.1 1.01 TL .56 LL ·**LOA:b CRITERIA** · ----~-~--------~-TOTAL LOAD = 1-0 a-b • PLF, LIVE LOAD -;::: 6 0 0 • J?LF-. LIVE' LOAD DEFLECTION SPECIFIED AS L/360· TOTL LOAD DEFLECTION SPECIFIED AS L/2'4 O· ----------------------' ·** CONCENTRATED LOADS** -----~-~-------~-~-~--FROM. LEFT END BASE LENGTH. TOTAL LOAD LIVE LOAD MOMENT -PROXIMITY . -DISTANCE -IN INCHES KIPS KIPS .360 .000 TC , ___ .;. _________ ~-------1.0-11 :, /4 ~ 00 **BASIC DIMENSIONS** NO';rE: SPECIAL DlMENSIONS ---------------~---~ FROM pp 4 LOAD SUPPORTING TO PP WEB MEMBER 4 DEFINED-- LEFT RIGHT LEFT VAR DIM 2--4 3/4 RIGHT WK .. LENGTH 38.2708 END PANEL END -. PANEL 5-0 0/0 6-6 0/0 LEFT TC RIGHT TC END PANEL END PANEL -5-O 0/0 4-11.1/4 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40, 0/.0 40 0/.0 .40 0/.0 {ACTUA.L) -=~~:[1_ __ :~_:{t_~:8 lt 4 _ (Jl:FF) . **TRUSS ANALYSIS** --------~----~----EFF WEB WEB pp·, LOAD-LBS DEPTH MEM SLOPE ,1 2610.0' 38.309 2 -.661 2: 3903.8 38.309 Vl .000 3 32"28 .• 8 38.309 3 1.332 4~ 4230.0 38.309 4 -. 89;]:' 5·;· 3870.0 38'. 3-09 V2 .-000 6· 3870. 0 · 38~309 5 .891 7' 3870.0 38.309 6 -.891 -8·, 3870. 0 . 38'.309 V3 .000 9 4511.3 38.309 6R .891 10' 515.2. 5 38.309 5R -.891 11 257·6. 3 38-. 3'09 V4 . oo:o 12. .o .000 4R · .891 13 .o • oo.b 3R -•. 99-5 14 .o .ooo 2DR 2.043 15 .o .ooo 2R .504 , . + --- + .:.. + + .;. + + .. -·-• ~ l •• ~· VAR BIM INTERIOR PANELS 3-. 2 1 / 2 3 AT 7-2 o / o AXIAL LO AXIAL.LO AXIAL LO IN WEB TOP. CHORD BOT CHORD 3~2.30. 7 2772-8.3 .o 3903.8. "27728. 3 .o -18011 .• _6 -• 0 38543.2 1"68.09·.:9 510:94. 5 .o -423_0~~ O 51.094 .5 .o 10451.0--• 0 58897.8 4633.2 62357.3 .o 3870.0 62357.3 .o 1184.5 _ .0 61472.8 7·002. 3 56244.5 .o 3870.0 5624.4 .5 .o 1282'0,.0 .o 46672.3 18486.2 33568.1 .o 573·6. 5 36089.9 .o 40415.6 .0 .o • :·:·,--, I ... . ~ ~ '~ :·. '. : . --'. ·~-,,. . -~ ,/( '• -r • ... • ~ ' • •·• '-~ • '. •• • PURITAN-BENNETT 94-9-432 LIST T8 **CHORD DESIGN** LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP 1 STEEL FY AXIAL STRESS 7196.1 7196.1 7196.1 7196.1 16183.0 16183.0 8711.6 8711.6 9366.1 9366.1 SEC DESCRIPTION TC BC 51 L3-1/.2X3-1/.2X.287 38 L2-ll2X2-ll2X.230 May 21, 1990 = 50000. PSI AXIAL MOMENT RATIO UNI LOAD .2399 -27413.6 .4049 25379.3 .2399 -27413.6 .2928 -4214.7 .5394 -13867.5 .6775 6933.8 .4846 12029.0 .2904 -32368.3 .5211 22464.3 .3122 -32368.3 AXIAL LOAD K KL/R 62357. . 75 46. 6 61473. 1.00 174.6 BENDING STRESS 15192.6 5478.3 15192.6 2335.8 7685.4 1496.7 2596.5 17938.5 4849.0 17938.5 BENDING RATIO .5064 .2126 .5064 .0833 .2562 .0556 .1012 .5979 .1943 .5979 I FLRS COMBINED RATIO .7463 .6176 .7463 .3761 .7956 .7330 .5858 .8883 .7154 .9102 LENGTH 38-7 1/.4 28-6 3l4 SEC 38 DESCRIPTION AXIAL STRESS CBRMP .9473 2057.7DEV 0 900.2REQ 0 1087.6REQ TL BC L2-1/2X2-1/2X.230 28419. BOTTOM CHORD EXTENSION= 0-8 3/4 L/360 LIVE LOAD DEV= 1371.4 PLF TOTAL LOAD FOR DEFL = 1087.3 PLF: L/240 LIVE LOAD DEV= 2057.1 PLF **END PANEL DESIGN** AXIAL LOAD LEFT 27728.3 RIGHT · 3 6089. 9 K 1.00 1.00 KL/R FLR WEB 83. 9 -0 V TO END BASEL NGM NGM B. DEPTH 5-0 Of.O 5 0/.0 82.8 0 2D 4-11 ll4 5 o,o **WEB DESIGN** STEEL FY= WEB NO DESCRIPTION 2 25 L 2 X 2 X.163 Vl 22 L 2 X 2 X.137 3 20 Ll-1/.2Xl-1/.2X.170 4 14 L1-1,2x1-1,2x.115 V2 22 L 2 X 2 X.137 5 17 Ll-1/2Xl-1/2X.138 6 22 L 2 X 2 X.137 V3 22 L 2 X 2 X.137 6R 22 L 2 X 2 X.137 5R 14 Ll-1/2Xl-1/2X.115 V4 22 L 2 X 2 X.137 4R 25 L 2 X 2 X.163 3R 22 L 2 X 2 X.137 2DR 22 L 2 X 2 X.137 2R 27 L 2 X 2 X.188 -------------------------**BRIDGING REQUIREMENTS** ------------------------- 50000. PSI. MIN VERT SHEAR= 5231.1 LBS. ~ 1 2 2 1 2 1 1 1 2 1 1 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 END REACTION= 20924.5 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 112.0 + 33231.+ 37526. 13.7X .163 16.2+ .OB 96.6 -4216.-7825. 2.lX .137 4.9+ .o 81.5 -18018.-18012. 7.lX .170 9.7+ .OB 123.4 + 16810.+ 19907. 9.8X .115 10.5+ .OB 96.6 -4542.-7825. 2.2x .137 4.9+ .o 97.5 -10451.-12066. 5.lX .138 10.5+ .OB 145.2 + 7864.+ 15877. 3.9X .137 6.0+ .o 96.6 -4182.-7825. 2.lX .137 4.9+ .0 145.2 + 7864.+ 15877. 3.9X .137 6.0+ .0 97.0 -7864.-9964. 4.6X .115 10.5+ .OB 96.6 -4182.-7825. 2.lX .137 4.9+ .0 145.7 + 12820.+ 18763. 5.3X .163 6.0+ .0 68.4 -18486.-20454. 9.lX .137 10.2+ .OB 107.5 -6084.-6755. 3.0X .137 4.9+ .0 137.9 + 40416.+ 42999. 14.5X .188 17.4+ .OB TC RYY = 1.837, BC RYY = 1.435, WLEN/(TC RYY) = 250.051 WORKING LENGTH= 38.271 FT BRIDGING SPACING STANDARD AT 19.135 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: TC GOVERNED BY END PANEL DESIGN ' •• > ••• ' . ,~ ~ . ' :, _,.,,. . · PURITAN.~BENNETT . May 21, 19~_0: 94-9-'. ·-432· LIST .1 · T9 . 4,0-LH12.60 ~9' l;L:--1/211 ;;-r:oiiG-sPii-jciisT-oisrGN-REQ;iRi;iNis:.;---..,-s.ji-si?ics----~wi:ciiFT-iNG-oii?T;; ----:-,..:~--·-------... ·---iiR:rb~iNG __ ..,_i:iFT-ENo-iGHT-iio--~-~----iciuii:-oiFi:_.,. __ _. ____ . DEPTH BS LENGTH SPACING.· STANDARD STANDARD . INCHES 40.00 39-111/2 19.8 ·1.21 TL .58 LL -----~----------~-~ **LOAj) CRITERIA** · -----~-~---------,:POTA.J.i LOAD· = 1~·60. PLF, LIV~ LOAD == · 600. · PLF. LIVE .LOAD DEFLECTION SPECIFIED· A$ -L/ 3 6'0 TOTL :LOAD· I)ijFLECTION SPECIFIED· AS LY240 . --~----~------------**BA$I.C DIMENSIONS** --------------------. . . WK LENGTH 39~6250 LEFT. RIGHT LE:JrT END . PANEL END PANEL · VAR DIM. 6-6 -0/0 6-6 o/o 2-a 3/4 RIGHT · VAR DIM .IN-TERI OR PAN-ELS 2-8 3/4 3 AT 7-2 0./0 LEFT TC RIGHT TC. END PANEL END PANEL 4-8 112 4-a 112 DEPTH DEPTH CENTER RIGHT 40 0/0· 40 0/0 (ACTUAL). ~8 118 38 118 (EFF)· ·. --------~--------~ **TR'OSS ANALYSIS** . . ------------------. ' . . EFF ·WE·a· WEB pl · , LOAD-LBS· · DEPTH MEM SLOPE I 2861 .•. 3· 3'8·:185 2 ;;...5'02' 2 57'09. 4 38.185 2D -1~776 3 5.105. 6 3.8,~ 18·5 3 1.i:66 4. 4515.0 3'8 .185 4 -.888 5 45'15. 0 -38.18~ V2 • 000 • 6 '4515.0 38 .18-5 5 .88'8 7 ' 4515.0· ·38 .185 6 -. 8·88 8 4515.0 38 .• 18·5 V3. .000 9 . 5105.E~ 3'8 .185 .6R .. .888 10 57:09·. 4 _ 38 .1·85 5R -,.888 ' 11 2.8.61. 3 38.18S V4. .ooo 12 .o .• 000 4R • 88'8 13 ~o .000 3R -1.166 14. .o· .ooo 2DR 1 .• 776 15 .o .000 .2R .• 502. -.;.-~---------~--- *°*CHORD DESIGN** STEEL FY 50000-~ --------'" ------ AXIAL LD 'AXIAL LD AXIAL LD IN WEB. TOP CHORD BOT CHORD + 492.31.3 4.3991. 0 .o 6552 /2 40776.3 .o 2'J.5-9.6. 6· .o 54836.2 + 16999.2 67547.0 .o ·-4515 •. 0 6-7547. 0 .o -·-101:99~5 .o 75173.5 ·+ 3399.8 77715.7 .o 4515 .• 0 ·. 77715.7 .o + 13399 .8 .• 0 75173.5 ... 1.0-199. 5 67547.0 .o 4-515 .• 0 67547.0 .o + 1699-9-. 2 . . ~ 0 54836.2 ·-21596~6 4.0776 •. 3 .o 6552. 2. '43991.0 .o + 4·92-'31.3 .o • 0: PSI "'" ; AXIAL AXIAL · MOMENT )3ENDING BENDING COMBINED STRESS L ,END PANEL .PP 11416.6- L.END PANEL MP 11416.6 L·VAR PAN°EL pp 10582.3 L-1.VAR PANEL·MP 10582.3 , I.NT: PANEL .PP· ---~gi~~:~ ." 'INT 'PA:frnL MP. R. VAR PA:NEL MP 10582 .3, RVAR PANEL pp 10582.3 REND PANEL MP. 11416.5. R·'END PANEL· ·pp .. 114:)..6.5 I .• . •.. • i .... '. -• -: ~ : .. , ·. : , . . ~ , ...... , ~ •. ··--. . -·_.. :· ',._ . ' . ·-,··.· ... ,., .. -·---~~;.-~~' .---~ ~--·~: 'r ~;,~~-'J .. 'J. ~-... ·-<: .. • • .: ~·. ,. ,•; • • • :.:.,.,;:.~. ! ! "e .:• ~-,·' ! :,'•' • RATIO .3806 .6101 .3527 .'5'636 .·6723 • 844-3_ .5636 .3527 .6101 • 3806 . UNI LOAD'. STRESS RATIO RATI,O -33958. 8· ··, 18.819. 9 .6273 . 1 .• 0079 23854:.0 -· 514-9. 0 .2098 • 8,200 -33958,. 8 18819.9 .6273 .9801 12271. 8 ·. 26.48.9 · .1044 .6680 -;1617·8. 8 •· · 89-66. 2 • 29.89 .9712 8089.4. · .1746.1 • 06'59 •. 9:102 12271.8 26-4.8. 9 .1044 .6680 -.33958. 8 · 18819.9 .6273 .9801 238-5-4 .·O ... .-.,: 5149. 0 • 2-098 .8200 . . ;...33:9·58·.8 . ,,, . 188.19. 9 .6273 .1. 0079- • -. " ~~; • . .:: t '· ...... i,i;'·: .... _ ·' . ..-t • • PURITAN-BENNETT 94-9-432 LIST T9 SEC DESCRIPTION 1 TC BC 51 L3-l/2X3-1/2X.287 42 L 3 X 3 X.227 May 21, 1990 AXIAL LOAD K KL/R 77716. • 75 46. 6 75174. 1.00 144.8 I FLRS 2281.3DEV 0 999.2REQ 0 1398.9REQ TL LENGTH 39-11 1/2 28-8 1"/2 SEC 42 DESCRIPTION AXIAL STRESS CBRMP BC L 3 X 3 X.227 29652. .9884 BOTTOM CHORD EXTENSION= 0-10 1/2 L/360 LIVE LOAD DEV= 1369.9 PLF, 'L/240 LIVE TOTAL LOAD FOR DEFL = 1260.0 PLF. LOAD DEV= 2054.8 PLF **END PANEL DESIGN** AXIAL LOAD LEFT 43991.0 RIGHT 43991.0 K 1.00 1.00 KL/R FLR WEB 78.8 0 2D TO END BASEL NGM NGM B. DEPTH 4-8 1/2 5 0/0 78.8 O 2D 4-8 l"/2 5 0"/0 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 6240.9 LBS. --------------END REACTION= 24963.8 LBS. WEB NO DESCRIPTION 2 31 L 2 X 2 X.232 2D 25 L 2 X 2 X.163 3 25 L 2 X 2 X.163 4 14 Ll-1/2Xl-1/2X.115 V2 22 L 2 X 2 X.137 5 17 Ll-1/2Xl-1/2X.138 6 22 L 2 X 2 X.137 V3 22 L 2 X 2 X.137 6R 22 L 2 X 2 X.137 5R 17 Ll-1/2Xl-1/2X.138 V4 22 L 2 X 2 X.137 4R 14 Ll-1/2Xl-1/2X.115 3R 25 L 2 X 2 X.163 2DR 25 L 2 X 2 X.163 2R 31 L 2 X 2 X.232 -------------------------**BRIDGING REQUIREMENTS** ------------------------- Q 2 1 2 2 1 2 1 1 1 2 1 2 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 139.1 + 49231.+ 52451. 17.7X .188 19.3+ .OB 110.9 6998.-7593. 2.9X .163 5.0+ .O 63.7 -21597.-26623. 8.9X .163 12.4+ .OB 123.2 + 16999.+ 19907. 10.0X .115 13.2+ .OB 96.2 -4904.-7854. 2.4X .137 4.9+ .O 97.3 -10200.-12091. 5.0X .138 13.2+ .OB 145.0 + 9399.+ 15877. 4.6X .137 6.0+ .O 96.2 -4904.-7854. 2.4X .137 4.9+ .O 145.0 + 9399.+ 15877. 4.6X .137 6.0+ .O 97.3 -10200.-12091. 5.0X .138 13.2+ .OB 96.2 -4904.-7854. 2.4X .137 4.9+ .O 123.2 + 16999.+ 19907. 10.ox .115 13.2+ .oB 63.7 -21597.-26623. 8.9X .163 12.4+ .OB 110.9 -6998.-7593. 2.9X .163 5.0+ .O 139.1 + 49231.+ 52451. 17.7X .188 19.3+ .OB TC RYY = 1.837, BC RYY = 1.628, WLEN/(TC RYY) = 258.899 WORKING LENGTH= 39.625 FT BRIDGING SPACING STANDARD AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED TO ADJUST FOR TOP CHORD BENDING. ,.· -PURI.TAN-BENNETT 94-9-432 LIST 2 TlO -40LH1080 -· May 22, 1990 39 1 3 11 ·- ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 39-3 0/0 19.5 1.10 TL .61 LL **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/.360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 38.9167 7-0 0/0 7-0 0/0 LEFT VAR DIM 1-10 1/2 VAR DIM INTERIOR PANELS 1-10 1/2 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-6 1/4 4-6 1/4 DEPTH DEPTH CENTER RIGHT DEPTH LEFT. 40 0/.0 38 3/8 40 0/.0 40 0/.0 (ACTUAL) 38 3/8 38 3/8 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2351. 3 38.425 2 -.469 2 4702.5 38.425 2D -1.292 3 4286.3 38.425 3 1.708 4 3870.0 38.425 4 -.894 5 3870.0 38.425 V2 .ooo 6 3870.0 38.425 5 .894 7 3870.0 38.425 6 -.894 8 3870.0 38.425 V3 .ooo 9 4286.3 38.425 6R .894 10 4702.5 38.425 5R -.894 11 2351.3 38.425 V4 .000 12 .o .000 4R .894 13 .o .000 3R -1.708 14 .o .000 2DR 1.292 15 .o .ooo 2R .469 AXIAL LD IN WEB + 43985.1 5947.2 16178.7 + 14519.9 3870.0 8712.0 + 2904.0 3870.0 + 2904.0 8712.0 3870.0 + 14519.9 16178.7 5947.2 + 43985.1 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL LD AXIAL LD TOP CHORD BOT CHORD 39829.0 .o 36188.2 .o .o 44363.3 55190.3 .o 55190.3 .o .o 61686.4 63851.8 .o 63851.8 .o .o 61686.4 55190.3 .o 55190.3 .o .o 44363.3 36188.2 .o 39829.0 .o .o .o AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 11187.7 .3729 -26736.6 18875.6 .6292 1.0021 LEND PANEL MP 11187.7 .6497 18799.6 5379.2 .2191 .8689 L VAR PANEL PP 10165.0 .3388 -26736.6 18875.6 .6292 .9680 L VAR PANEL MP 10165.0 .5903 9630.3 2755.6 .1073 .6976 INT PANEL PP 17935.6 .5979 -13867.5 9790.2 .3263 .9242 INT PANEL MP 17935.6 .7601 6933.8 1984.0 .0730 .8331 R VAR PANEL MP 10165.0 .5903 9630.3 2755.6 .1073 .6976 R VAR PANEL PP 10165.0 .3388 -26736.6 18875.6 .6292 .9680 REND PANEL MP 11187.7 .6497 18799.6 5379.2 .2191 .8689 REND PANEL PP 11187.7 .3729 -26736.6 18875.6 .6292 1.0021 PURITAN,:_ BENNET.T 94-9.i.. 432 LIST _ 2 TlO . SEC DESCRIPTION ~C .48 L 3. X --~ X.313 BC 38 L2-1/2X2-1/2X~230 .--.• ~ ,' -. . ' _ .May 2:2, 1990 AXIAL LOAD · K . KL/R 63852. • 75 54:. 7 61686. i.oo 114.6 ·I FLRS 2008,7.0EV 0 946.6REQ 0 1135.9REQ TL LENGTH 39-3 0/0 26-8-. 1,2 SEC 38 AXIAL, STRESS CBRMP· DESCRIPTION. L2-1/2X2-1/2X.230 BOTTOM CHORb EXTENSION L/360 LIVE LOAD DEV~ TbTAL LOAD FOR DEFL = 29100 .: • 9700 · = -0-8 3/4 . 1~73.2 'PLF, L/240 LIVE LOAD 1080,. 0 PLF. · . DEV= 1909.8 PLF --------------------' ' . **ENP· PANEL DESIGN** ----~---------------_ • AXIAL LOAD LEFT, 3·982-9. 0 RIGHT 3·9829. 0 K 1. o·o J, .• 00 KL/R FLR WEB 88..7 0 2D TO END BASEL NGM NGM 4-6 ·1/4 B. DEPTH 5 0/0 5 0"/0 88.7 O 2D 4,.._61"/4 --------------**WEB DESIGN**· STEEL FY= 50-000. PSI. MIN VERT SHEAR = '52.53. 8 LBS. . END REACTION= 21015.0 LBS. , '. -----:-"-------~-- WEB NO 2 '29 20. 27 3 18 4 ·25 V2 22 5 14 6 :22 V3 /22 6R 122 5R '14 xi·~~ 3R 18 2DR, 27 2R.29 DESCRIPTION L 2 X 2 X.213 L 2 X 2 X.188 Ll-1/2X1-1/2X.145 L 2 X 2 X.163 L 2 X 2 X.137 L1-1/2X~-1/2X~115 L 2 X 2 X.137 L 2 X 2 X.137 L 2 X 2 X.137 Ll-1/2Xl-1/2X.115 L 2 X 2 X.137 L 2 X 2 X. 16:3 Ll-1/2Xl-1/2X.J,45 L 2 ·x 2 .X~188 L 2 X 2 X.213 ----;-------------~---"':'"'-----' **BRIDGING REQUIREMENTS** -~-~----~------------~-~- . REQ DEV REQ FILLET AVBL . . Q K 'KL/R AX LOAD AX LOAD WELD SIZE WELD SLOT 2 1~00 147.5 + 43'98·5.+ 48398. 15.8X .188 16.2+ .OB . 1 1.00 123.4 -6351.~ 7026. 2.3X .188 5.3+ .O 2 1.00· 75.4 -16179.--1648'3. 7.5X .145 9.5+ .OB · 1 1~00 145 .• 9 + 14520.+ 18763. 6.0X .163 6.0+ .O 1 1 • 0 O 9 6 • 9 -418 9 ~ -· 7 7 97 • 2 • lX • 13 7 4 .• 9 + • O 2 1.-00 97.2 -8712.-9947. 5.1x .115 10.5+ ~oa 11 1.00 145.4 + 7885.+ 158.77. 3.9X .137 6.0+ .O 1~00 96.9 -4189.-7797. 2.lX .137 4.9+ .O 1 1. oo 145. 4 + 7885, • .+ ·158:11 ~ 3. 9X .137 6. o+ -• o 2 1 .-00 97. 2 -8712. -9947. 5. lX .115 10. 5+ • OB 1 1.00 96.9. -4189.-7797. 2.1x .137 4.9+ .o 1 1.00·145.9·+ 14520.+ 18763. 6.0X .163 6.0+ .o 2 1.00 75L4 --16179.-16483. 7.5X .145 9~5+ .OB 1 .1.00 123.4 .,. .. 63-51~-7026. 2.3X .188 5.3+ .O 2 1.00 147~5 + 43985.+ 48398. 15.8X .188 16.2+ .OB TC RYY = _ 1. 647, BC RYY = 1. 4.35·,: WLEN/ (TC R'!(Y) = 283. 515 WOR{KING LENGTH = 3,8 •. 917 FT . . · · · . BRIDGING SPACJ:NGSTANDARD AT 19.458 FT FOR + ROW(S) OF H-BRIDGING. ;rt_ . Noii;--Eiio-P~iE-siioiiT:miiEio--To ADJU~T F(?R TOP . CijORD BENDING. ! .. .. ~ . . . ,, " . ' .. !: . -.. : -·~. .:~... .~ j: ': •• ~ •• -~ ;: .. ' . ' '~ ... , : ;· ·. : ·: ,. ,..., ... .. ' ~ . , • ',1_,.,,, r .. ~ . . . . ,. ,, .. . ... , ·.,,, , .. _ .. :,-~.:~~· ':'. ::. '"~·, • .. -•• ~ • 1,, ,.. t" . : . ~; : -..... ' •• • • :·"'..:,· ~ ·: :.. , .!: ~-~ •• ' •• '' { __ ,, ... ' ' • • PURITAN-BENNETT 94-9-432 LIST . 2 May 22, 1990 Tll 40LH1080 39' 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 39-11 1/2 19.8 1.18 TL .66 LL . · **LOAD CRITERIA** -----------------TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 39.6250 6-0 0/0 6-0 0/0 LEFT VAR DIM 3-2 3/4 VAR DIM INTERIOR PANELS 3-2 3/4 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-8 3/8 4-8 3/8 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 40 0/.0 38 3/8 40 0/.0 40 0/.0 (ACTUAL) 38 318 38 3/8 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2446.9 38.425 2 -.549 2 4893.8 38.425 2D -2.459 3 4381.9 38.425 3 .992 4 3870.0 38.425 4 -.894 5 3870.0 38.425 V2 .ooo 6 3870.0 38.425 5 .894 AXIAL LD IN WEB + 39382.3 5282.9 19963.7 + 14519.9 3870.0 8712.0 7 3870.0 38.425 6 -.894. + 2904.0 8 3870.0 38.425 V3 .ooo 3870.0 9 4381.9 38.425 6R .894 + 2904.0 ,, 10 4893.8 38.425 5R -.894 8712.0 11 2446.9 38.425 V4 .ooo 3870.0 12 .o .ooo 4R .894 + 14519.9 13 .o .ooo 3R -.992 19963.7 14 .o .000 2DR 2.459 5282.9 15 .o .ooo 2R .549 + 39382.3 ----------------**CHORD DESIGN** STEEL FY = 50000. PSI ---------------- AXIAL LD AXIAL LD TOP CHORD BOT CHORD 34523.0 .o 32533.0 .o .o 46708.8 57535.8 .o 57535.8 .o .o 64032.0 66197.4 .o 66197.4 .o .o 64032.0 57535.8 .o 57535.8 .o .o 46708.8 32533.0 .o 34523.0 .o .o .o AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 9697.3 .3232 -29071.3 20523.9 .6841 1.0074 LEND PANEL MP 9697.3 .5899 20314.6 5812.7 .2334 .8232 L VAR PANEL PP 9138.3 .3046 -29071.3 20523.9 .6841 .9887 L VAR PANEL MP 9138.3 .5559 10629.4 3041.4 .1178 .6737 INT PANEL PP 18594.4 .6198 -13867.5 9790.2 .3263 .9462 INT PANEL MP 18594.4 .7881 6933.8 1984.0 .0733 .8613 R VAR PANEL MP 9138.3 .5559 10629.4 3041.4 .1178 .6737 R VAR PANEL PP 9138.3 .3046 -29071.3 20523.9 .6841 .9887 REND PANEL MP 9697.3 .5899 20314.6 5812.7 .2334 .8232 REND PANEL PP 9697.3 .3232 -29071.3 20523.9 .6841 1.0074 . PURITAN-BENNETT · 94-9.i. 4·32_ LIST Tll 2 -May 2·~, -1990 SEC DESCRIPTION AXIAL LOAD K · KL/R ~C-48. L 3 X 3 X.313 ~6197 •. ~75 54.7 I FLRS 2008.7DEV O LENGTH 39-11 1/2' 29-·5 0/0 BC 38 L2-1/2X2-1./2X. 230 64032. 1. 00 l:74, .• 6 9.99.~.2REQ O ·11~9.lREQ TL SEC DESCRIPTTON AXIAL STRESS. CBRMP :ac 3,·8 L2-1/2X2-l./2X. 230 30169-. . 1 •. 0Q56· · BOTTOM CHORD EXTENSION= 0-8 3/4 . L/360 LIVE LOAD DEV = _ 12·06-. l PLF, µ/~40 LIVE :j:iQAD DEV = . TOTAL .LOAD FOR DEFL = 1'080. 0 PLF. 1809.2 PLF ~--------~----------**END PANEL DESIGN** -------------------~--.AXIAL LOAD LEFT . 34523. O K 1.00 1.·00 KL/R . 92. 3. FLR WEB .TO END BASEL NGM NGM o 20 4-·8 · 3 I 8 B. DEPTH 5 0/0 5 0"/0 ;RIGH~ 3.4523 .·O 92.3 O 2D 4-8 3"/8 -----:-~------'--*·*WEa DESIGN** STEEL FY --------------• • • • • -' • --f WEB NO DESCRIPTI.ON 2 27 L 2 X 2 X.188 2D 22 L 2 X 2 X.137 3 22 L 2 X 2 X.137 4-25 L 2 X · 2 X.16-3 V2 ·22 L. 2 X '2 X.137 5 14 Ll-1/2Xl-1/2X.115 6 22 L 2 X 2 X~137 V3 22 L 2 X 2 X.137 6R-22 L 2 X 2 . X.137 5R ·14 L1-112x1~112x.115 V4 22 L 2 X 2 X.137 4R 25 L 2 X 2 X~163 3R:22 'L 2 X _2 · X~137 2DR 22 L 2 x·.: 2 . ·X.1-37 2R 27 L 2 X 2 X.188 --~-------------~-------~ **BRIDGING REQUI~ll!MENTS** --~----------~~---------- = 5000-0. PSI· .. · MIN -vERT SHEAR=, 5349.4 LBS . . . . END REACTION= 21397.5 LBS. . REQ DEV · REQ F.ILLET AVBL Q 2 K 'KL/R ~X LOAD Ax; LOAD·. WELD SIZE WELD SLOT 1.00 129.4 + 3:9382.+ 42:999. 14.lX .188 15.0+ .OB 1 1.00 104.6 ~ 5640.-70511 2.8X .137 4.8+ · .O ·2 1.00 68.8 -19.964.-20404. 9.8X .137 10.2+ .OB 1 1.00, 145.9 + 14520.+ 18763. 6.0X .163 6.0+ .O 1 1.00 96.9 -4201.~ 7797. 2.lX .137 4.9+ .O 2 1 .• 00 97.2 -8712.-994-7'. 5.lX .115 10.5+ _ .OB 1. 1.00 145.4 + 8028~+ 15877. 3.9X .137 6.0+ .O 1 lijOO 96&9 -4201.-7797. 2.lX .137 4.9+ .O 1 1.-00 145.4 + ao28.+ 15877. 3.9X .137 6.o+ .• o 2 J;. 00 97. 2 -87.12. -994 7. 5. lX .115 10. 5+ • OB 1 1.00 96.9 -4201.-. 7797. 2.lX .137 4.9+ · .O 1 1 •. 00 145.9 + 1452.0.+ 18763.. 6.0X .163 6.0+ .O 2 1.00 68.8 ~ 19964.-204-04. 9.~X .137 10.2+ .OB 1 ·i.oo -i,.o4.6. -_564:o.-1051~ 2.8X .137 4.8+ .o · 2 1.0.0 129.4 + 39382.+ 42,999. 14.lX .188 15.0+ .OB ···· TC RYY = 1.647, BG RYY::;: 1;435,._WLEN/(TC RYY) ;::: 288.675 . ui¥~a¥gGri~ii~¥NG siiiiitii1lIT 19. 8-13 FT FOR. :I. ROW(S) OF H-BRIDGING. -----------~~---~------·-NOTE:. END PA,NEL SHORTENED .r;ro, ADJUST FOR 'J:'.OP caoRD BENDING. ,ii, ... \ .. , --. -~'• .. , .. .. --. ' ,~ . ,"' .-.. :;" ... .' . --. ~ .: . --• -kl -... ~ '~ ,.. , , -. . -:_: • i :•, • • t • -: •" I :~ •: ' • ,.• • : , -•• # _, :··: ..... _.,; ... ·: •• _:· -••••• .. :·,:,,. . ... ~ ' . . .,. ' - • ' w ~ ., • : ; ··--·:_~ .: . ' ... , . ,_. #,, ••• .,. • .' • • •I'/,..' .... -··-· ..__-·. ·.:· ••• • PURITAN-BENNETT 94-9-432 LIST 2 May 22, 1990 T12 40LH1080 39' 11-3/411 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH 40.00 BS LENGTH 39-11 3/4 SPACING STANDARD STANDARD INCHES 19.8 1.19 TL **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= 1188. PLF. **BASIC DIMENSIONS** .66 LL LEFT RIGHT LEFT VAR DIM 3-2 7/8 RIGHT WK LENGTH END PANEL END PANEL 39.6458 6-0 0/0 6-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-8 3/8 4-8 3/8 DEPTH LEFT 40 0/0 38 3/8 DEPTH DEPTH CENTER RIGHT 40 0/0 40 0/0 (ACTUAL) 38 3/8 38 3/8 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2449.7 38.425 2 -.549 2 4899.4 38.425 2D -2.469 3 4384.7 38.425 3 .988 4 3870.0 38.425 4 -.894 5 3870.0 38.425 V2 · • 000 6 3870.0 38.425 5 .894 7 3870.0 38.425 6 -.894 8 3870.0 38.425 V3 .ooo 9 4384.7 38.425 6R .894 10 4899.4 38.425 5R -.894 11 2449.7 38.425 V4 .000 12 .o .000 4R .894 13 .o .ooo 3R -.988 14 .o .000 2DR 2.469 15 .o .000 2R .549 + + + + + + VAR DIM INTERIOR PANELS 3-2 7/8 3 AT 7-2 0/0 AXIAL LD IN WEB 39399.8 5286.0 20000.2 14519.9 3870.0 8712.0 2904.0 3870.0 2904.0 8712.0 3870.0 14519.9 20000.2 5286.0 39399.8 TCX LEFT o-2 0/0 TCX RIGHT o-0 0/0 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 34538.4 .o 32554.1 .o .o 46778.5 57605.4 .o 57605.4 .o .o 64101.6 66267.0 .o 66267.0 .o .o 64101.6 57605.4 .o 57605.4 .o .o 46778.5 32554.1 .o 34538.4 .o .o .o • ••• •• • . -,,,. " ~ •••• • .. · PURITAN-BENNETT· · · 94;.;.9_ 432 LIST 2. T12 ... -' . -. -----~-------~--**CHO~D DESIGN,*·* ~--------------- LEND PANEL :i?P t ~~ i~it ~~ L VAR PANEL MP INT PANEL PP' INT PANEL MP R VAR PANEL MP R VAR PANEL-PP R -END PANEL-MP R ENID PANE.L PP STEEL FY AXIAL STRESS. 9701~0 9701.6 9144:2 9144 .-2 . 18614.0 18614~0 '9144.2' 9144.2. 970·1. 6 9701.6 ----~~---~----BENDING ·. May-22, _·1990 = 5·0000. PS:): .AXIAL MOMENT . RATIO UNI LOAD. • 32-34 -29:141.~ 3 · .,59:10 20360.1. • 3048 -2914'1. 3 . • 557Q 1065~.3. • 62 05 : -138·67: ·5 • 78.89 6.933 •. a •. 5'5'7.0 .106'59. 3 .3048 . -2~141~3 • 5910 2'03:60. 1 • 3·~34 -291:41 ~ 3 BENDING S,TRESS 20573 •. 3 58'25'·· 7 20573 .3 . · 3050. 0 9790.'2 1984.0 3'050 • .0 20573.3 ,5825.7 20573.3 ' ' BENDING RATIO •. 6858 .·2340 ~6858 .1182 .3263 .0733 .1182 .6858 .2340 .6858 AXIAL .LOAD K . _·· KL/R 662:67. · • 75 54. 7 .64102,. i.oo 174 .. (;i . I :;mos .'?DEV -1:000.SREQ 12·01.0REQ FLRS ' 0 .0 TL COMBINED RATI-0 1. 009,2- .'825·0 .9906 .6752 • 94.68 .8622 .6752 .9906 • 825·0 1.0092 LENGTH 40-1 3/4· 29-5 ll'4 1806.4 PLF DEFLC BEARING SEC MOMENT L 4'8 TC 198. REQ. I REQ S DE:V S DEV :t IN. LENGTH DEPTH . ~007 1~ 41'6 .ooo 3.024 .017 2 0/0 5.00 o- 4;0S .BR . . o-6 0/0 --~~---------~--~---~*-END PANEL DESIGN*·* -~~~---~--~-~~-~~---' AXIAL LOAD K LEFT 3 4 5 3·8 ~ 4 · 1. O 0 KL/R FLR WEB· TO END BASE;L NGM NGM B. DEPTH 92.4 0 2D. 4-8 3·/8 5 0/0 RIGHT· 3453'8.4 1.00 92.4 0 ~D 4-8 318 5 0/0 **WEB· DESIGN** · 'STEEL FY .. = ·50000. ·.PSI. : ·MIN VERT SHEAR ''* 5352. 2 LBS. . .._ 'END 'REACTION = 21408.8 LBS. -~----------~-- WEB NO DESCRIPTION 2 27 L · 2 X 2, · .X.188 2D .22 L 2 X 2. ·X.137 3 , 22 L 2 -X . '2 .X. 137 4 25 L 2 X 2 Xrl63 Y2 22 L -~2 X 2 X.137 5 14 Ll-l/2Xl-l/2X.11'5 -6 2 2 L 2 X . 2 X. 1'37 V3 2 2 . L 2 .. X 2 . X.; 137 6.R 22 L .2 X 2 X.137 5R 14 Ll-l/2Xl-1/2¥.115 Xi ~~ t i ~ ~ I: ½~I 3R 22 L 2 X 2 X.137 - 2DR 22 L 2 X ·2 X.137. ~R 21 t 2 x 2 x.1aa ,. I '' 1.. . . . , . ' -''-' ~ .... ~ ~ : ' ;' . .· REQ . -DEV . REQ FILLET AVBL Q K KL/JJ,. AX.LO~D AX LO.AP WELD SIZE WELD SLOT 2 1~00 129.4 + a9400.+ 42999. 14.2X .188 15.0+ .OB 1 1 •. oo 104. 5 -5"643. --7057. -2·. ax .137 4. a+ . o 2 .1. oo 68~ 9 -2·0.000. -2.0386.. 9. ax .137 10. 2+ • OB 1 1.0·0 145.9 + 14520·.+ 18763. 6.0X .163 6.0+ .O 1-1.00 96.9 -.4'2:01.--7797. 2.lX .137 4."9+ .O 2 1.00 97~2 -8712~-9947. · 5.lX .115 10.5+ .-OB 11~bo 145.4 + aoaz.+ 15877. 3.9X .137 6.o+ .o 1 1.-00 96.9 4201.-7797r 2.lX .137 4~9+ .O 1 1.00 145.4 ·f 8032 •. + 1'5877. 3.9X .1.37 6.0+ .o · 2 ·1. 00 97. 2 -. ·8712. -9947. 5. lX .115 10. 5+ • OB 1-1~00 96.9 -420lr-7797. 2.lX .137 4~9+ .O 1 1.-00 145.9 + 14~2&.+ 18763. 6.0X .163 106 •• _2Q++ .O 2 1.00 68.9.,. 20000.-2'0386 .• 9.8X .137 .OB 1 1.-00 104.5 -564~.-7057. 2.8X .137 4.8+ .O ·2 ·1. 0-0 129. 4 + 394QO.:. + 4~999. 14. 2X .188 15. O+ • OB . . . ' ' . . . . , :: ; ' . . ;, . ~ .. .. -· . . . ~ ' -. . ' ' -'.' i ' '' /' .. -~ . ' ' ¥Y • ,.~··'·· . ~ .~ .. -. .,, ' PURITAN-BENNETT 94-9-432 LIST Tl2 2 • **BRIDGING REQUIREMENTS** --------------------·---- • May 22, 1990 TC RYY = 1.647, BC RYY = 1.435, WLEN/(TC RYY) = 288.827 WORKING LENGTH= 39.646 FT BRIDGING SPACING STANDARD AT 19.823 FT FOR 1 ROW(S) OF H-BRIDGING. -------------------------NOTE: END PANEL SHORTENED TO ADJUST FOR TOP CHORD BENDING. . -" .... ''..;. ,', ,., ,,. " ', -< ,:., •·--.·,·.:.· . .-..... :-.. · .... -... ·. -··... . ., . . . . ... ' .. ;'\ .... ' . . ,..,.. . . .·. -~ . . . . ~. ' ' . .. . '· · .PURITAN-BENNETT . . . . . . . -May: 22, 19.90 ;rt_9 _ 432 LI~Ln2~0· ·. .39' 11-'i/211 ;;-r:aici-sPiN-JorsT ... oEsiai-RiQurRiMiNTs;;-----sji-sPics-~---vur:ciiFT-iNci-oiPT_;; --------------------iiiiociiNci-... -~tiFT-iio-.iciiiT-iNi5-------~-.icTuii:-oiFi: _____ ,.. __ _ DEPTH BS· LENGTH SPACING . S.TANDARD STANDARD· INCHES 40.00 39--ll 1/2 .. 19.S 1.19 TL .58 LL . . . -----------------TOTAL LOAD= 1230. PLF, LIVE_io~o -·600. PLF. LIVE: LOAD DEFLECT.ION SPECIFIED :AS L/3-60 :~:~-:-!;~~~-e~!~~~:!~~ SP.ECIFIEDAS L/240 **BA$IC DIMENSIONS** ---~-------~------~-. LEFT .. RIGHT LEFT RIGHT· WK LENGTH . END· PANEL END · PANEL . VAR :DIM VAR DIM INTERIOR PANELS 39:.62-50 . 6-10 0/0 6-10 0/0 2...;. 4 3/4. 2~ 4 3/4 3 AT . 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-8 3/8 4~ 8 3/8 DEPTH LEFT 40 0/.0 38:118 DEPTH .. · . DE·PTH' CENTER RIGHT 40 0,/0 40 0-/'0 (ACTUAL) 38 118 38 118 (EFF) ------------------**TRUSS ANALYSIS~* pp, I LOAD-LBS . ' 1 2786.7 . 2 5573.4 ---r------~-------. EFF WEB .. . . WEB . . . AXIAL LD . · DEPTH MEM SLOPE IN. WEB 38.185 2 ~.477 + 50103.9 3:8~18s·· 2D -1.49.0 -· 6712.i 3 4990.5 4 4407.5 5 .· 4407 .5 6' 4407~5 38.185 3 1. 32'8 2-00·39. 6 38.185" 4 ~.888 + 16594.5 38.185. V2 .000 4407.5 38.185 · 5· ·.s88 .,. 9956.7 7 : 4 4-0 7 • 5 . 8' 44.07. 5 9 _: 49:90:. 5 10 5573.4 .11 · 2786. 7 12· .• d 38.185 ·6. · -.888 + 3318.~ 38.185 V3 .000 --4407.5 38 .185 GR • 8·88 + 33.18 ... 9 38 .18'5 . SR -. 888,.1 -99-56. 7 38 •. 18'5'. -V4 • 00:0-·. -4407. 5 • OOb 4R • 888 : · + 16594. 5 13. . • 0 14! .o . oo·o 3R . -1-.-3-2:8 2003.9.6 .000 2DR 1.490.' -6712 •. 1 15, .o • 0 0 0 2R ; 4 7 7 · + 5010·3 • 9 ;;,tiiaRo:-J3isiciN** sTEEL F'.Y -soooo. Pst· . --' ---------------- LEND .PANEL PP LEND PANEL MP L"VAR PANEL PP. L·VAR PANEL MP INT PANEL PP . . INT PANEL MP R VAR PANEL 'MP R VAR PAN-Et · PP R END PAN•EL MP · ·. R .-END PAN·EL .. PP ·.AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD 11734. 8 • 3912 -33109. O --11734.8 .6261-. 23136.0 10764.1. .3588 . -33109.0 10764.i .:5743, .. · 121:05.7 '11996688,88· ••. 66 · .. _ .(5563.... ,-15793.5. .• 824"2 ·. 78;96. 8. 10764.1 .5743' 12"105 .• 7 .107"64.1 .3588 -3-3'109.0 11734.8 .6261' ,-.231~6.0 11734.~ .. , -.--.!3~12 : .. ~;--3:3.10.9.0 <. ·-• , -~· ... -... . .. -· ~ . .. AXIAL LO TOP CHORD 45217.2 414'77. 0 • o. 6'5938 .,8 659.38. 8 . • ·o ·75865.3 7586;>.3 . . .. o 6593~.8 65938.8 . • 0 41477. O 45217.2 .o BENDING STRESS 18349-. 0 4994.0 18349 .• 0 2613.1 8752.8. 1704.6 2613.1 18349.0 4.994. 0 18349.0· AXIAL LO BOT CHORD .o .o 53530.6 .o .o 73383.7 .o .o 73383.7 • 0 f" .o 53530.6 BENDING RATIO .6116 .2043 .6116 .1033 .2918 • 0'642 .1033 .6116 .2043 .6116 .o .o .0 COMBINED RATIO 1.0028 .8304 ·.9704 ~6776 .• 94.80 • 8'884. .6776 .9704 • 83·04· 1.~0~-8 .-' , ~: -.-: _ . ', ... ··. ~ . : .. •• l ·-~~ ~-', '·:--:. ~; ....... .;, , .. • • PURITAN-BENNETT 94-9-432 LIST T13 2 TC BC SEC 51 42 DESCRIPTION L3-1/2X3-1/2X.287 L 3 X 3 X.227 May 22, 1990 AXIAL LOAD K KL/R 75865. . 75 46. 6 73384. 1.00 144.8 ·1: FLRS 2281.3DEV 0 999.2REQ O 1365.6REQ TL LENGTH 39-11 1/.2 28-0 1"/2 SEC 42 DESCRIPTION AXIAL STRESS CBRMP BC L 3 X 3 X.227 28946. .9649 BOTTOM CHORD EXTENSION= 0-10 1/2 L/360 LIVE LOAD DEV= 1369.9 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 1230.0 PLF. 2054.8 PLF **END PANEL DESIGN** AXIAL LOAD LEFT 45217.2 RIGHT. 45217.2 K 1.00 1.00 KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH 78.6 0 2D 4-8 3/.8 5 0/.0 78.6 0 2D 4-8 3"/8 5 0"/0 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 6092.3 LBS. WEB NO 2 31 2D 27 3 22 4 27 V2 22 5 14 6 22 V3 22 6R 22 5R 14 V4 22 4R 27 3R 22 2DR 27 2R 31 DESCRIPTION L 2 X 2 X.232 L 2 X 2 X.188 L 2 X 2 X.137 L 2 X 2 X.188 L 2 X 2 X.137 Ll-1/2Xl-1/2X.115 L 2 X 2 X.137 L 2 X 2 X.137 L 2 X 2 X.137 Ll-1/2Xl-1/2X.115 L 2 X 2 X.137 L 2 X 2 X.188 L 2 X 2 X.137 L 2 X 2 X.188 L 2 X 2 X.232 **BRIDGING REQUIREMENTS** END REACTION= 24369.4 LBS. REQ DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 1.00 145.0 + 50104.+ 52451. 18.0X .188 19.8+ .OB 1 1.00 116.8 -7169.-·7846. 2.6X .188 5.2+ .O 2 1.00 60.2 -20040.-21679. 9.9X .137 12.2+ .OB 1 1.00 146.0 + 16594.+ 21500. 6.0X .188 6.0+ .O 1 1.00 96.2 -4787.-7854. 2.4X .137 4.9+ .O 2 1.00 96.9 -9957.-9982. 5.8X .115 13.2+ .OB 1 1.00 145.0 + 9175.+ 15877. 4.5X .137 6.0+ .O 1 1.00 96.2 -4787.-7854. 2.4X .137 4.9+ .0 1 1.00 145.0 + 9175.+ 15877. 4.5X .137 6.0+ .O 2 1.00 96.9 -9957.-9982. 5.8X .115 13.2+ .OB 1 1.00 96.2 -4787.-7854. 2.4X .137 4.9+ .O 1 1.00 146.0 + 16594.+ 21500. 6.0X .188 6.0+ .O 2 1.00 60.2 -20040.-21679. 9.9X .137 12.2+ .OB 1 1.00 116.8 -7169.-7846. 2.6X .188 5.2+ .O 2 1.00 145.0 + 50104.+ 52451. 18.0X .188 19.8+ .OB TC RYY = 1.837, BC RYY = 1.628, WLEN/(TC RYY) = 258.899 WORKING LENGTH= 39.625 FT BRIDGING SPACING STANDARD AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. -------------------------NOTE:~ END PANEL SHORTENED TO ADJUST FOR TOP CHORD BENDING. . ~-.·_'.·.: --•. ·, ' -~ -.... ; -' •_' ~ PURITAN-BENNETT ·May 22, 1990 · 9.4-9-, 432 . LIST 2 T14 : .. 40LH1380· 39' .11:-1/2 11 _,_..:,. ___ ;------~..:.-~~----.:.-~-----------------------------~--!"'-------------------------- ** io:t-tG SPAN JOIST DESIGN REQU-IRE;r,mNTS*-* $JI SPECS VULCRAFT ENG DEPT** -----..--------------""eirDGING ____ LEFT·-EN~-iGiii~END~--------ACTtlAL-DEFL ________ _ DEPTH BS L~NGTH DEVELOPED STANDARD SarANDARD INCHES 40.00 ~9-11 1_/2 19.8. 1.19 TL . ' .46 LL -~---1--~-----~--**LOAD CRITER~A** -----------------TOTAL LOA_D ==· 138.0. PLF ,. LIVE LOAD 600. P:LF. LIVE 'LOAD DEFLECTION SPECIFIED A$ .L/360 TOTL,LOAD DEFLECTION SPECIFIED ~S L1/240 ----------------------** CONCENTRATED LOADS·** F~OM LEFT END ~ASE LE~G~H ----------------------. TOTAL LOAD . LIVEK-I.LPOS· AD MOMEN'J:1 . PROXIMITY · FROM LOAD -. ·KIPS . DISTANCE · 'IN INCHES PP TO PP · Tc· 2. oo'o .-000-7.;.11 3/. 4-· • oo 3 3· SUPPORTIN.G WEB MEMBE~ TC : 1.440: . .000 11~11 3/4 .00 4 4 rrc . 2.·00.0 . ·.ooo 15-11 3 14 ~oo. 5-· 5 -~----~-------------**BASIC DIM'.:e!NSIONS·*·* NOTE·:· SP-ECIAL DIMENSIONS DE·FIN~D------i---------~LE;T--RIGHT LE·FT RIGHT WE: LENGTH · END PANEL END . PANEL VAR DIM VAR. DIM 3;9.6250 5-O 0/Q 5-Q' OfO · 2.:..11 3/4 2..;.11 3/4 INTERIOR PANELS 3 AT 8-o 0/0 . LEFT. TC RI.GHT TC END PANEL END PANEL 5-O 0/0 5-·O 0/0 . DEPTH DEPTH. :DEPTH LEFT CENTER · RIGHT· · 40 0/0 40 0/.0 ·40 0/.0 (ACTUAL) 3~ 1"/8 ~8 1'/8: 38 l"f8 (E;FF) --~~-------~--~----.**'l'RUSS AN~LYS:J:S** -~------~------..;---~ pp 1, 2, 3 4 5· 6 7: 8 .. ·. 9· 10\ 11:' .12, 1:3 LOAD-LBS. 333•5 •. Q 5390-. 6 6"815.6 6960.-0 7-520. 0 552·0. O 5520·. O 5520 .•. 0 4815.6 53.90. 6 · 3335.0 • o· •. o .o Dii~H . :1: S~~~E 38 ;1;33 2 .,.. • 657 t 3·8 .133 ~J Vl • 000 · -38 .13.3 Y .'3 1. 067 -~8.133 4. -.794 + 38.133 V2 · · .00.0 38.133 5 .794· - 38.133 ~ -~794 + 3 8 .13 3 va ·. · · . o·o o 38. i33 6R • 794 · + 38 •. 133· 5R -. 794 --38 .133. V4 .000 ~ .000 4R .794 + ~000 3R -1.067 -.ooo V5 ·.ooo AXIAL LD . 'IN' WEB 50648.1 53·90. 6 30750.9 2'5108. 2 6960.0 · 13·9'19. 2 · 1829.9 5520.0 7'044 1. ·15918:1. 5·520. 0 24.792.2 .27739. ~ 53_9·0. 6 .· 14 15: .. • 0 ' .000 2R .657 · +--. 46(?49. 7 · . -~--. ' -. -. ,, ~,-.. AXIAL LD TOP CHORD 42320. 5 42320.5 . ' • 0 83011.7 a,3·0-11. 7 .o 95343 .·O 95'34,3. 0 .o 77363~9 77363.9 . .·O 389.79.5 38979.5 . .o !' • " AXIAL LD -BOT CHORD .o i¾i" • 0 63352.3 .o .o 93910.2 .o . • 0 89827.6 • 0 . .0 57952.0 .0 .o .o ..:·~ : .. : ._ " .. ' . . ' , . . ~ . '. : ' .· .... ·-· ... ' . "":,: .. ' .··t I I • •• PURITAN-BENNETT 94-9-432 LIST T14 2 May 22, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 8517.3 8517.3 8517.3 8517.3 19188.5 19188.5 7844.9 7844.9 7844.9 7844.9 TC BC SEC 57 46 DESCRIPTION L3-1/2X3-1/2X.375 L 3 X 3 X.281 AXIAL MOMENT RATIO UNI LOAD .2839 -34574.3 .4703 32615.3 .2839 -34574.3 .3545 -3389.4 .6396 -22080.0 .8005 11040.0 .3265 -3389.4 .2615 -34574.3 .4332 32615.3 .2615 -34574.3 AXIAL LOAD K KL/R 95343. .75 52.4 93910. 1.00 162.5 BENDING STRESS 15006.2 5765.7 15006.2 1471.1 9583.3 1951.7 1471.1 15006.2 5765.7 15006.2 BENDING RATIO .5002 .2190 .5002 .0510 .3194 .0716 .0509 .5002 .2165 .5002 I FLRS COMBINED RATIO .7841 .6893 .7841 .4055 .9591 .8721 .3773 .7617 .6497 .7617 LENGTH 39-11 1/.2 31-8 1,2 SEC 46 DESCRIPTION AXIAL STRESS CBRMP 2846.5DEV 0 999.2REQ 0 1713.9REQ TL BC L 3 X 3 X.281 29664. .9888 BOTTOM CHORD EXTENSION= 0-10 1/2 L/360 LIVE LOAD DEV= 1709.2 PLF, L/240 LIVE TbTAL LOAD FOR DEFL = 1543.7 PLF. LOAD DEV= 2563.8 PLF **END PANEL DESIGN** AXIAL LOAD LEFT 42320.5 RIGHT 38979.5 K 1.00 1.00 KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH 84.4 0 V 5-0 0/.0 5 0/.0 84.4 0 ·V 5-0 010 5 010 **WEB DESIGN** STEEL FY= WEB NO DESCRIPTION 2 31 L 2 X 2 X.232 Vl 22 L 2 X 2 X.137 3 27 L 2 X 2 X.188 4 20 Ll-1/2Xl-1/2X.170 V2 22 L 2 X 2 X.137 5 22 L 2 X 2 X.137 6 29 L 2 X 2 X.213 V3 22 L 2 X 2 X.137 6R 29 L 2 X 2 X.213 5R 22 L 2 X 2 X.137 V4 22 L 2 X 2 X.137 4R 18 Ll-1/2Xl-1/2X.145 3R 27 L 2 X 2 X.188 V5 22 L 2 X 2 X.137 2R 31 L 2 X 2 X.232 **BRIDGING REQUIREMENTS** ------------------------- 50000. PSI. MIN VERT SHEAR= 7789.9 LBS. Q2 K 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 1 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 END REACTION= 31159.5 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 113.6 + 50648.+ 52451. 18.2X .188 16.3+ 3.6B 96.1 -5867.-7866. 2.9X .137 4.9+ .O 66.4 -30751.-30959. 11.ox .188 12.3+ .OB 133.6 + 25108.+ 28866. 9.9X .170 13.4+ .OB 96.1 -7437.-7866. 3.7X .137 4.9+ .O 77.3 -13919.-19050. 6.8X .137 13.2+ .OB 156.2 + 12523.+ 24199. 4.5X .188 6.3+ .O 96.1 -5997.-7866. 2.9X .137 4.9+ .On 156~2 + 12523.+ 24199. 4.5X .188 6.3+ .O 77.3 -15918e-19050. 7.8X .137 13.2+ .OB 96.1 -5997.-7866. 2.9X .137 4.9+ .O 132.6 + 24792.+ 24839. 11.5X .145 13.4+ .OB 66.4 -27740.-30959. 10.0X .188 12.3+ .OB 96.1 -5867.-7866. 2.9X .137 4.9+ .O 113.6 + 46650.+ 52451. 16.8X .188 16.3+ 3.6B TC RYY = 1.855, BC RYY = 1.640, WLEN/(TC RYY) = 256.286 WORKING LENGTH= 39.625 FT BRIDGING SPACING DEVELOPED AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. •••• •-----. · .. PURITAN-BENNETT ·. May. 22; .1990. 9-4-9..:.· 432 . LIS.T .2· T15. 40LH1380 3.9' 1i-1/2 ..-;;-LONG ... SPAN-JOIST·-DESIGN~REQUIREiiiNTS;;~-----SJI-SPECS _____ VULCRAFT-ENG-DE;T;; ~---~-------~-------BRroG:c~G----DEFT_-iNo-RGiiT-ii:o~~-------i.cTuii:-oiFi: _________ _ DEPTH BS LENGTH DEVELOPED STANDARD STANI>ARD INCHES 40.00 39-11 1/2 1:9.8 . 1.14 TL -.48 LL **LOAP CRITERIA** -------~--... ------TOTAL LOAD = 13-80. PLF, LIVE LOAD = 600. PLF. LIVE LOAD DEFLECTION SPECIFIED A$ L/360 TdTL; LOAD DEFLECTION SPECIF.IED AS L/24·0 ·-----------------~----. FROM LEFT END B~SE LENGTH ** CONCENTRATED LOADS** I, , -----~----~------------TOTAL LOAD LIVE LOAD · MOMENT PROXIMITY FROM LOAD ... KIPS . . 'KIPS DISTANCE -IN INCHES · PP -TO PP !~--~-~:!!~---~----:ooo 11-11 3/4 .Qo · 4 4 **-BAf:iIC DIMENSIONS** . NOTE: SPECIAL DIMEN$IO~S DEFINED------~-------~----... --' LEFT RIGHT. WK LENGTH END PANEL END PANEL 39 ~ 62_50 ___ 5-· o ofo: 5~ o 010 LEFT VAR DIM 2..:.11 _3/4 RIGHT VAR DIM INTERIOR PANELS 2_-::11 3../ 4 3 A,T 8-0 0 / 0 LEFT TC RIGHT TC END PANEL END PANEL 5-0 0/0 5-0 0/0 DEP~H DEPTH DEPTH LEFT CENTER ·RIGHT 40 10/:0 40 0/.0 40 0/.0 (ACTUAL) 38 118 38 118 38 118 (EFF) -------~----------**TE.USS ANALYSIS.*·* -----... --------~----EFF WEB WEB ·pp }LOAD-LBS DEPTH MEM SLOPE. ·1 33!3'5.o· 38.145 . 2 -.658 2 ! 539-0. 6 38 .14.5. Vl .ooo 3 4815.6 3.8 .145 3 1.067 4 69"60.i..O 38.145 4 ~.795 5 5520·.~ O . 38.1.45 V2 .ooo 6 5520.0 38.145 5· .795 ,. ·7 5520.0 38.145 6 .-.795 a· , 5520.0 38.145 V3 .ooo 9. 4815.6 38 .-145 6R .795 10 53-9.0. 6 ... .3'8 .145 5R -.795 11. 333·5_.o 38.145 · V4. .000 .... 12· .• 0 • o·oo 4R .795 13 .o .ooo 3R -1~067 14 .o .000 V5 .ooo l!;i .o .ooo 2R .658 .. ... ·-.. ... ... ; ' . ' .. • ..... , AXIAL LO AXIAL LO .IN'-WEB TOP CHORD +-45528.2 .. · 38039 •. 1. ... 5390~.6 38039.1 26898.8 .o + 23805.7 75.070. 8 . 6960.0 75070.8 ... '12:618. 7 .o + 3746.2 8.788'2. 8 5·5_20.0 87882.8 + 5126.2 • o· .. 139;98:. 6 729'10. 0 -5520.0 72910.0 + 228,7_1_.,l .o 2610.1.9 3.7155. O 5390 • .6 37155.0 + 44470.1 .o ~ ... (_, . ~. .. ,. . . : : . ,• :-.. :., '; .... _ ·,: ~ · .. , ._.. ' , ·-· .-•·• .• ·.:_·. -,.: c·· :;,.,_)_·/ • .• ·•·/:> _.~;· __ :;·.,: <_.:>::,_:._·-~; ..:·,·.,--:. ; ' ' ·• '. , -:..· -. ·····~ ' .. ~:· ,' , . :_ ' -~~ ·. ~.. . . : .. ~-:. ·: .. -; . . . . AXIAL LO BOT CHORD .o .o 56433.4 .o .o 84949.9 .o .o 83869.5 .o .o 55004.3 .o .o .o . ... '. · ... ,. ; . --. . ~, ..... ~· ..... '. -. ·· ... • • PURITAN-BENNETT 94-9-432 LIST T15 2 May 22, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP· INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 8306.7 8306.7 8306.7 8306.7 19191.2 19191.2 8113.6 8113.6 8113.6 8113.6 SEC DESCRIPTION TC BC 54 L3-1/2X3-1/2X.344 46 L 3 X 3 X.281 SEC DESCRIPTION AXIAL MOMENT RATIO UNI LOAD .2769 -34574.3 .4577 32615.3 .2769 -34574.3 .3455 -3389.4 .6397 -22080.0 .8000 11040.0 .3374 -3389.4 .2705 -34574.3 .4471 32615.3 .2705 -34574.3 AXIAL LOAD K KL/R 87883 •. 75 52.3 84950. 1.00 162.5 AXIAL STRESS CBRMP BENDING STRESS 16227.6 6138.5 16227.6 1590.8 10363.3 2077.8 1590.8 16227.6 6138.5 16227.6 BENDING RATIO .5409 .2321 .5409 .0551 .3454 .0762 .0550 .5409 .2313 .5409 I FLRS 2755.9DEV O 999.2REQ 0 1580. 3REQ TL COMBINED RATIO .8178 .6898 .8178 .4006 .9852 .8762 .3925 .8114 .6785 .8114 LENGTH 39-11 1/.2 31-8 1"/2 BC 46 L 3 X 3 X.281 BOTTOM CHORD EXTENSION L/360 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 27343. .9114 = 0-10 1/2 1654.9 PLF, L/240 LIVE 1423.3 PLF. LOAD DEV= 2482. 3 PLF **END PANEL DESIGN** AXIAL LOAD LEFT .38039 .1 RIGHT 37155 .-0 K 1.00 1.00 KL/R FLR WEB 84.3 0 V TO END BASEL NGM NGM B. DEPTH 5-0 Of.O 5 Of.O 84.3 0 V 5-0 o,o 5 0"/0 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 7088.0 LBS. --------------END REACTION= 28352.0 LBS. WEB NO DESCRIPTION 2 29 L 2 X 2 X.213 Vl 22 L 2 X 2 X.137 3 27 L 2 X 2 X.188 4 17 Ll-1/2Xl-1/2X.138 V2 22 L 2 X 2 X.137 5 20 Ll-1/2Xl-1/2X.170 6 29 L 2 X 2 X.213 V3 22 L 2 X 2 X.137 ·· 6R 29 L 2 X 2 X.213 5R 22 L 2 X 2 X.137 V4 22 L 2 X 2 X.137 4R 17 Ll-1/2Xl-1/2X.138 3R 25 L 2 X 2 X.163 V5 22 L 2 X 2 X.137 2R 29 L 2 X 2 X.213 -------------------------**BRIDGING REQUIREMENTS** ------------------------- ~ 1 2 2 1 2 1 1 1 2 1 2 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 113.1 + 45528.+ 48398. 16.4X .188 16.5+ .OB 96.1 -5830.-7864. 2.9X .137 4.9+ .O 66.4 -26899.-30957. 9.7X .188 12.3+ .OB 132.3 + 23806.+ 23697. 11.6X .138 13.4+-.OB 96.1 -7399.-7864. 3.6X .137 4.9+ .o 104.3 -12619.-13184. 5.0X .170 13.4+ .OB 156.2 + 11393.+ 24199. 4.3X .188 6.3+ .O 96.1 -5959.-7864. 2.9X .137 4.9+ .O 156.2 + 11393.+ 24199. 4.3X .188 6.3+ .O 77.3 -13999.-19049. 6.9X .137 13.2+ .OB 96.1 -5959.-7864. 2.9X .137 4.9+ .O 132.3 + 22871.+ 23697. 11.2X .138 13.4+ .OB 66.2 -26102.-26114. 10.8X .163 12.3+ .OB 96.1 -5830.-7864. 2.9X .137 4.9+ .O 113.1 + 44470.+ 48398. 16.0X .188 16.5+ .OB TC RYY = 1.849, BC RYY = 1.640, WLEN/(TC RYY) = 257.209 WORKING LENGTH= 39.625 FT BRIDGING SPACING DEVELOPED AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. ._·····; . . ... -. •. _:, :.-, · . • ''. -~ j • ' -~· . . . . · . PURI.TA.i-t-BENNETT _ 94-9-4~2 LIST 2 · Ma,y 2'2, 1990 39''311 . -'/i T16 -40LH138·0· . ~----~~~----~--~-------------:...---~~--------------~---~--~--~---------------~--** LON.G SPAN JOIST -D1$SIGN REQUIRE:t1ENTS**, $JI SPEcs· VULCRAFT ENG DEPT** ------~--~-,.-~-------------~----~~-----~---------"~--~--~-~-----------------~--BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH DEVELOPED STANDARD· S1ANDARD INCHES ·4.0.00 39-3 0/0 19'.5 . 1.13 TL ----~~~-~-~~------:-. **LOAP CRITERIA*.* ------~.----~--~~-TOTAL, LOAD== 1380. PLF, LIVE LOAD -<500. P;LF. LIVE LOAD DEFLECTION SPECIFI.ED AS L/360 TOTL LOAD DEFLECTION SPECIFIED ~S L1240 -------------~---~----** CONCENTRATED LOADS** ----~-~-------------~-. .48 LL TOTAL LOAD LIVE LOAD· . KIPS . KIPS TC 1.440 .000 FROM·LEFT ENO BASE LENGTH MOMENT PROXIMITY FROM DISTANCE IN INCHES PP 11-7 1/2 • 00 . 4 LOAD SUPPORTING TO PP WEB MEMBER 4 . . . --------------~-----**BASIC DIMENSIONS** NOTE: SPECI~L DIMENS~ONS DEFINED----------------------. . . LEFT RIGHT LEFT· RIGHT WK ·LENGTH END.PANEL END PANEL VAR DIM. VAR DIM INTERIOR PANELS 38.9167 . 5-O ·0/0 ·5-_o· 0/0 2:... 7 1J2 2-7 1/2 3 AT. 8-0 0/0 LEFT TC RIGHT TC END PANEL END PAN'EL 5-0 0/0 ·5-O 0/-0 DEPTH DEPTH DEPTH ~: 1rg 1: o ~~~6'-·~ . ~6G~Io c ACTUAL) 38.:1/8 3811/8 -38 1]8 (EFF) ·--~~--------------**~RUSS ANALYSIS** -------------~----EFF ·WEB WEB :pp LOAD-LBS DEPTH MEM SLOPE 1 . 33·3p .:o. · 3-8 .156 2 -.658 2· 514.6. 3 ·3·8. 1'56 Vi .000· 3 4571.3 .38 .156 3 1.211 4, 69'60. 0 38.156 4 -.795 5 552·0·. 0 38.156 V2. .000 6 5520.0 38 .1·56 · 5 .795 ·-r 5520.0 38 ~ 15:6· 6 .. -. 795 5520.0 38.156 V3 • 00.0 9' 4571.3 38.156 .6R .795· . 10 5146 •. 3 38.156 5R -.795 11, 33.35. 0. 3·8 .156 V4 .. .OOO· 12 .0 ·• 000 .4R .795 13-' .o .000 3R .:.1.211 14' . o .ooo V5 . .ooo 15 . o .000 2R .658 : AXIAL LO· IN WEB' + 446·39. 2 -5146.3 ·2.5140. 4 + 2.38'.09. 9 · 6960.0, 12624.9 + 3754·.1 .. 5·520. O + 5116.8 ~ 13987. 6. ..,. ·5·520. 0' + 2Z858.4· 24372 .• 7 5146.3 + . 435(52.0 . . -. ~; ,, ..,._ -. .,--.. .. ' ... ' ,•, .:· ... ~ .-··. _:."-:,~ .. .,:,._~·::'_ .. :,.~:·:: ~,,~_. ~.'. <. ·.·, • --.. -~ ._ ,.-l. . 'I. ; •• t-', . ' • •• ... • •• : ••• ; • • • • ... ~ • • : • ' ... .,. ,. • ~ < .. ' ; : : ' : ' . ';· .. : ... .:-; . \ i:.-... :.,-.• ·--·:~.,':.;' .::·,:, ~~. ~· ::.· '!~ •• ·-.. ..-::-. ~-~-·-· .... • ·1· ••• • -.!"..~ ;.· :- AXIAL LD AXIAL LD TOP CHORD BOT CHORD 37293.0 .o 37293.0 .o .o 53298.4 71936.9 .o 71936.9· .o -~ 0 81819.8 84758.5 .o 84758.5 .o .o 80753.0 69803 .• 4 .o 69803.4 .o .o 51909.7 36393.0 .o 36393.0 .o .. 0 .o .. '-~-' ··-·; . ~- . ., : .. ' ·,..: .·· .. _,:, ... : ' " ,. ' • • ~• -• _. I • ~ ~'.I • • PURITAN-BENNETT 94-9-432 LIST Tl6 **CHORD DESIGN** LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP 2 STEEL FY AXIAL STRESS 8143.8 8143.8 8143.8 8143.8 18508.9 18508.9 7947.2 7947.2 7947.2 7947.2 SEC DESCRIPTION TC BC 54 L3-l/2X3-l/2X.344 43 L 3 X 3 X.250 May 22, 1990 = 50000. PSI AXIAL MOMENT RATIO UNI LOAD .2715 -34380.6 .4488 32694.9 .2715 -34380.6 .3258 -6197.8 .6170 -22080.0 .7716 11040.0 .3179 -6197.8 .2649 -34380.6 .4379 32694.9 .2649 -34380.6 AXIAL LOAD K KL/R 84 7 58. • 7 5 52 • 3 81820. 1.00 162.1 BENDING BENDING STRESS RATIO 16136.7 .5379 6153.5 .2320 16136.7 .5379 2909.0 .0998 10363.3 .3454 2077.8 .0759 2909.0 .0997 16136.7 .5379 6153.5 .2313 16136.7 .5379 I FLRS COMBINED RATIO .8093 .6808 .8093 .4256 .9624 .8475 .4177 .8028 .6692 .8028 LENGTH 39-3 0/0 31-0 o,o -SEC BC 43 DESCRIPTION AXIAL STRESS CBRMP 2579.lDEV O 946.6REQ 0 1497.3REQ TL L 3 X 3 X.250 . 29481. .9827 BOTTOM CHORD EXTENSION= 0-10 1/2 L/360 LIVE LOAD DEV= 1634.8 PLF, L/240 LIVE TOTAL LOAD FOR DEFL = 1423.6 PLF. LOAD DEV= 2452.2 PLF **END PANEL DESIGN** AXIAL LOAD LEFT 37293.0 RIGHT 36393.0 K 1.00 1.00 KL/R FLR WEB TO END BASEL NGM 84.3 0 V 5-0 0/0 NGM B. DEPTH 5 0/0 5 o,o 84.3 O V 5-O o,o **WEB DESIGN** STEEL FY WEB NO DESCRIPTION 2 29 L 2 X 2 X.213 Vl 22 L 2 X 2 X.137 3 25 L 2 X 2 X.163 4 17 Ll-l/2Xl-l/2X.138 V2 22 L 2 X 2 X.137 5 20 Ll-l/2Xl-1/2X.170 6 27 L 2 X 2 X.188 V3 22 L 2 1X 2 X.137 6R 27 L 2 X 2 X.188 5R 22 L 2 X 2 X.137 V4 22 L 2 X 2 X.137 4R 17 Ll-l/2Xl-l/2X.138 3R 25 L 2 X 2 X.163 V5 22 L 2 X 2 X.137 2R 29 L 2 X 2 X.213 **BRIDGING REQUIREMENTS** ------------------------- = 50000. Q2 K 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 1 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 PSI. MIN VERT SHEAR= 6967.1 LBS. END REACTION= 27868.5 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 113.1 + 44639.+ 48398. 16.0X .188 16.5+ .OB 96.2 -5570.-7861. 2.7X .137 4.9+ .O 62.6 -25140.-26834. 10.4X .163 12.2+ .OB 132.3 + 23810.+ 23697. ll.6X .138 13.6+ .OB 96.2 -7384.-7861. 3.6X .137 4.9+ .O 104.3 -12625.-13181. 5.0X .170 13.6+ .OB 155.7 + 11196.+ 21500. 4.0X .188 6.3+ .O 96.2 -5944.-7861. 2.9X .137 4.9+ .O 155.7 + 11196.+ 21500. 4.0X .188 6.3+ .O 77.3 -13988.-19048. 6.9X .137 13.4+ .OB 96.2 -5944.-7861. 2.9X .137 4.9+ .O 132.3 + 22858.+ 23697. 11.2X .138 13.6+ .OB 62.6 -24373.-26834. 10.lX .163 12.2+ .OB 96.2 -5570.-7861. 2.7X .137 4.9+ .O 113.1 + 43562.+ 48398. 15.6X .188 16.5+ .OB TC RYY = 1.849, BC RYY = 1.633, WLEN/(TC RYY) = 252.611 WORKING LENGTH= 38.917 FT BRIDGING SPACING DEVELOPED AT 19.458 FT FOR 1 ROW(S) OF H-BRIDGING. ' e• .' \, ~~ . . ......•.. ,: '' ' --~ • ' -·· e • •• } • ' ' • • •• ---~. -' -<~ ...... -_ ' • ' . . ~ .. . -. ' , . - -. ~. ; ". . ,. . ~ ' ' . -,-> ...... • , ... ',, i ., ... ~ ' ' . . ; ; ' ' ' ~ May _ 22 ; 19~0 . 36' 0 11 ------------.------~---.:..-":!-...;._ .... ___ ..;._ .... _~~--~~~~-~-~----~------~'"!---~------------.:..--~' • ·** LONG SPAN JOIST DES:tGN REQUIREMENTS** S_Jl SPECS VULCRAFT ENG DE;t?T** -----~----.----------iiRro~iici_.,. __ niii-Efio-iGiiT-ENo-----~ .. -~.-icTuii:-oEFL _________ _ DEPTH BS LENGTH . SPACING. STANDARD STANDARD -INCHES 40.o:o 36-0 0/0 17 •. 8 .93 TL .22 LL ----~-------~----**-LOAD CRI.TERIA** · ------~~---------, -. ' TOTAL LOAD.::::; 2.520. PLF, LIVE: LOAD = 600. PLF •. LIVE ,,LOAD DEFLECTION SPECIF-IED AS L/360 TOTL:LbAD DEFLECTION SPECIFIED AS L/240 ;;Tci7ciNT-Loio-tRriEiii;; . . .. ------~--------~---.------- L TCX LO.ADS:· UNIFORM·::;= 2772. PLF. R TCX: LOADS: trNIFORM = 2772. PLF. ----:-----~------~--~ · **BASIC DIMENSIONS** ----I--!'---~------------_ LE-FT ... RIGHT . LEFT RIGHT WK '-LENGTH END PANEL END PANEL · 35 -· 6667 . _ 5:;_ _7 0/0 5-·7. 0/0 · VAR. DIM . VAR DIM INTERIOR PANELS 1..-.8 .0/0 1-8 0/0 . 3 AT. 7-2 0/0 E~~FiA&~t iigHiiJ~L 3-.9 1./2 :3-9 1/2. DEPTH DEPTH_ DEPTH LEFT . CENTER . RIGHT .. 4 0· 0 / 0 4·o· 0/0. 4 0 0 / 0 ("ACTUAL) -37, 7'/8 37 7/8 37 7'/8 (EFF) · · -----~---~-----~---**T~USS ANALYSIS** --~~---------------EFF PP, LOAD-LBS·· DEPTH 1 -. 4:567 .-.5 3"7. 83'2 2, 8925.0 37.837 3. 8872. 5. _. 37.,837 4' 90·30·. 0 37. 837 5 · 9 0-3 0 •· 0 . 3 7 • 8:3 7 6i ~030.-0 .37~837 . 7_ i 9Q.3.0. 0: · . 37 •. 837 . 8 903'0. 0 · 37-. 837 9, 8·8 7 2 • 5 3 7 ~ 8 3 7 10· 8-925. 0 .37. 837 .. 11· 4:5.67. 5 · 3·7. 8'37 · 12· · ~o .000 13 .o .ooo 14 .·O. , .000, · 15 .o ~000 WEB -WEB AXIAL LD MEM .. -. S_LOPE . 'IN -WEB . · .2 :-• .582· +··802,50.3 ·20 -:L 760 x0265 .• "2 3 , ,1. 89.2 3:5570 ~ 4 4 aj;;"-.880 + 34173.5 V2. { ·._. • 000 9:03·0. 0 5 .· .8i:l0· · -:20504.1· 6, :--,,.-•. 880 +. ', · 68'34.7 V3 • O'O O -. 9 0 3 0. b GR .880 + 6834.7 .5R., -•. 880 205·04.1 V4._ -R4 .-_, .. ·. ·.·-80_80_00-._ . 9-030. o, . + 34173. 5 3R .. -1 .• 892 . 35570. 4 2DR . . 1 .. 7'60 10265. 2 _ 2R .5,8-2 + 8025"0. 3 • ,-'-•,+" ~· ' ' '";.. < .~ -, ~r 0 ,' .. , ... ,. -·--. . ..; •• ! ," ' . . .. . •,. --~ -· ,. • 0 , • • r 4 l • r~•. • .~ •• .. -. ~--·-····~--•-.. ,-i_··:,.,,, --········.--._ ...... TCX LEFT o-6 0/0 TCX RIGHT 0-10· 0/0 AXIAL LD-TOP CHORD ·69355. 5 64-2'84. O ' . • 0 1·06562. 0 10.6'562. 0 .o . , 127·08·6. 2 - 127086 .-2 .o . -106.562. O '106562.0 . • 0 64284.0 69355.5 .o AXIAL LD BOT CHORD· .o .o 80906·. 6 • 0 ... .o 121955.2 .o • 0 . 1219:55. 2 . • 0 .o 80906.6 .o .o .o ,,• .-., , . . . ., ...... • :: ' .-. •• t --" .. :-, :· -~ ·,, ' ,,,'4 -., •• ~' .. . . ,.,.,.,. '1 • • ,I •-:• • .. . ~ . _ .... -· -." I PURITAN-BENNETT 94-9-432 LIST T17 2 •• May 22, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 10469.8 .3490 -40553.8 LEND PANEL MP 10469.8 .4459 31464.0 L VAR PANEL PP 9704.3 .3235 -40553.8 L VAR PANEL MP 9704.3 .4061 10923.1 INT PANEL PP 19184.8 .6395 -32357.5 INT PANEL MP 19184.8 .7472 16178.8 R VAR PANEL MP 9704.3 .4061 10923.1 R VAR PANEL PP 9704.3 .3235 -40553.8 REND PANEL MP 10469.8 .4459 31464.0 REND PANEL PP 10469.8 .3490 -40553.8 SEC DESCRIPTION AXIAL LOAD K KL/R TC 61 L 4 X 4 X.438 127086 •• 75 41.1 . BC 54 L3-1/2X3-1/2X. 344 121955. 1. 00 124. 9 SEC DESCRIPTION AXIAL STRESS CBRMP BC 54 L3-1/2X3-1/2X.344 27752. .9251 BOTTOM CHORD EXTENSION= 1-0 1/4 • BENDING BENDING STRESS RATIO 11562.3 .3854 3668.9 .1306 11562.3 .3854 1273.7 .0445 9225.5 .3075 1886.5 .0666 1273.7 .0445 11562.3 .3854 3668.9 .1306 11562.3 .3854 I FLRS 3891.6DEV 0 728.7REQ O 2040. 3REQ TL COMBINED RATIO .7344 .5765 .7089 .4507 .9470 .8137 .4507 .7089 .5765 .7344 LENGTH 37-4 0/.0 26-10 1,2 L/360 LIVE LOAD DEV= 3204.3 PLF, L/240 LIVE LOAD DEV= TbTAL LOAD FOR DEFL = 2520.0 PLF. 4806.5 PLF --------------**TCX DESIGN** --------------BENDING DEFLC BEARING SEC MOMENT REQ S DEV S REQ I DEV I IN. LENGTH DEPTH L 61 TC 4158. .139 3.507 .026 9.957 .050 o-6 Of.O 5.00 61 BR o-6 ozo R 61 TC 11550. .385 3.507 .119 9.957 .083 0-10 ozo 5.00 61 BR o-6 o,o -------~------------**END PANEL DESIGN** --------------------AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 69355.5 1.00 55.4 0 2D 3-9 1/.2 5 0/.0 RIGHT 69355.5 1.00 55.4 .o 2D 3-9 1,2 5 o,o --------------**WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 11235.0 LBS. --------------END REACTION= 44940.0 LBS. .,. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 46 L 3 X 3 X.281 2 1.00 81.2 + 80250.+ 96422. 24.7X .218 19.1+ 7.2B 2D 17 Ll-1{2Xl-1/2X.138 G2 1.00 73.6 -10996.-15961. 5.4X .138 12.9+ .OB TC 3 X X 10 Wk 1.8 SKEW 3 29 L 2 X 2 • 213 2 1.00 54.5 -35570.-38125. 12.8X .188 13.3+ .OB 4 25 L 2 X 2 X.163 2 1.00 92.3 + 34173.+ 37526. 14.lX .163 14.8+ .OB V2 25 L 2 X 2 X.163 1 1.00 95.8 -9665.-9640. 4.0X .163 4.9+ .o 5 25 L 2 X 2 X.163 2 1.00 72.5 -20504.-24777. 8.5X .163 14.8+ .OB 6 17 Ll-1/2Xl-1/2X.138 2 1,00 123.6 + 17007.+ 23697. 8.3X .138 14.9+ .OB V3 25 L 2 X 2 X.163 1 1.00 95.8 -9665.-9640. 4.0X .163 4.9+ .o 6R 17 Ll-1/2Xl-1/2X.138 2 1.00 123.6 + 17007.+ 23697. 8.3X .138 14.9+ .OB 5R 25 L 2 X 2 X.163 2 1.00 72.5 -20504.-24777. 8.5X .163 14.8+ .OB V4 25 L 2 X 2 X.163 1 1.00 95.8 -9665.-9640. 4.0X .163 4.9+ .o 4R 25 L 2 X 2 X.163 2 1.00 92.3 + 34173.+ 37526. 14.lX .163 14.8+ .OB 3R 29 L 2 X 2 X.213 2 1.00 54.5 -35570.-38125. 12.ax .188 13.3+ .OB 2DR 17 Ll-1{2Xl-1/2X.138 G2 1.00 73.6 -10996.-15961. 5.4X .138 12.9+ .OB TC 3 X X 10 Wk 1.8 SKEW 2R 46 L 3 X 3 .281 2 1.00 81.2 + 80250.+ 96422. 24.7X .218 19.1+ 7.2B PURITAN-,BENNETT 94-9~. ,432· · . .LIST · 2 T17 ' . . .. . , •. ', .. , ' '• ' ... •--,---~-~~~-----~~-----~- •' ' -~ ::, I • • · .. ~a:y ,'22., 1990 . ~~~~!~~:~~-~~~~!~~~~~:-~~-~ TC RYY =e 2·.0,65, BC RYY = 1.849, WLEN/('rC RYY) ·= ?0-7~310: ~~¥~~JgdL!~2E¥N~ s~~gliDriT 11. 833 FT FOR i RGW(S) o.F a-BRIDGING. --------~---------------~ NOTE :1 .END .PANEL SHORTENED DUE TO .. SLOPE' OF WE;B wa /'W3R NOTE~ .DOUBLE :ANGLE:S. REQUIREO FOR VER'rICAL WEBS AND/OR W2D I ,, .. ·, ,. •, :,.".' .. . ,._ .:.. ·., :... ' . . . . . , .. ' .:: .... _.,. _, ,, ·',· . : ··; -. ,_,. . . . ~ -· : 1, .... •• .,.:::_~~: • }v, __ • •:• :..~;: ·.·, -! • • • • ,.-::~,-~: ~. : ... ·.,-~~ •• ' .•• •: -... ~:· ::::-:-.·:1 ;- -~ . ·. . . -·:.. ' .. :...~ .. : ·~:~-~! ...... ,4 -~:.~, .... -: _.·, --::··t.·-:~-:-• .. ·. ~).:,.· .. --.:·.), . ~ -~ .. '. ., ' . . ... ; .. . ' ..... . ·-·· _ .• ··:-,; _1-;. ···-, ... ,. '. --~ > .. ~. -... PURITAN-BENNETT 94-9-432 LIST 2 T41 40LH1080 • May 22, 1990 39' 311 •• ** LONG SPAN JOIST DESIGN REQUIREMENTS** -SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES 40.00 39-3 0/0 19.5 1.07 TL .60 LL **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 50.00 KIPS. **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED--------~-------------LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 38.9167 6-4 0/0 6-4 0/~ LEFT VAR DIM 2-6 1/2 VAR DIM INTERIOR PANELS 2-6 1/2 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-6 1/2 4-6 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 40 0/0 38 114 40 0/0 40 0/0 (ACTUAL) 38 114 38 114 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2362.5 38.309 2 -.518 2 4702.5 38.309 2D -1.782 3 4275.0 38.309 3 1.256 4 3870.0 38.309 4 -.891 5 3870.0 38.309 V2 .ooo 6 3870.0 38.309 5 .891 7 3870.0 38.309 6 -.891 8 3870.0 38.309 V3 .ooo 9 4275.0 38.309 6R .891 10 4702.5 38.309 SR -.891 11 2362.5 38.309 V4 .ooo 12 .o .ooo 4R .891 13 .o .000 3R -1.256 14 .o .000 2DR 1.782 15 .o .000 2R .518 ----------------**CHORD DESIGN** STEEL FY = 50000. ---------------- AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 40572.1 36030.3 .o 5392.5 33391.1 .o 17831.3 .o 44497.5 + 14544.4 55357.2 .o 3870.0 55357.2 .o 8726.6 .o 61873.0 + 2908.9 64045.0 .o 3870.0 64045.0 .o + 2908.9 .o 61873.0 8726.6 55357.2 .o 3870.0 55357.2 .o + 14544.4 .o 44497.5 17831.3 33391.1 .o 5392.5 36030.3 .o + 40572.1 .o .o PSI AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 9350.6 .3117 -26806.5 14856.1 .4952 .8069 LEND PANEL MP 9350.6 .3954 19053.0 4112.7 .1608 .5562 L VAR PANEL PP 8665.7 .2889 -26806.5 14856.1 .4952 .7841 L VAR PANEL MP 8665.7 .4476 9414.5 2032.2 .0775 .5251 INT PANEL PP 16621.0 .5540 -13867.5 7685.4 .2562 .8102 INT PANEL MP 16621. 0 .6424 6933.8 1496.7 .0557 .6981 R VAR PANEL MP 8665.7 .4476 94.14. 5 2032.2 .0775 .5251 R VAR PANEL PP 8665.7 .2889 -26806.5 14856.1 .4952 .7841 R END PANEL -MP ··9350.6 .3954 19053.0 4112.7 .1608 .5562 REND PANEL PP 9350.6 .3117 -26806.5 14856.1 .4952 .8069 ... . . . . ..~. < • ~r-, I ,.-•. _' ' ··-. ·-:,,. ,', ' .•. =. -' PURI,TAN-BENN:ETT T~l-,-9-:-· .432. :LIST.:. 2'. ,. ' · · .. May 22, 19:90 · , SEC DESCRIPTION TC' 5.1 L3..:.1/2X3-1/2X. 287 BC-· 38 I,.2-1l2X2-·1/2X. 230 AXIAL LOAD K KL/R 6 4·0 4 5 ~ 1 • 0 0 31. 1 6HP3. :I,. 0.0 174. 6· I -· FLRS 2·057. 7DEV 6 ·946. 6REQ 0 LENGTH 39-3 0/0 28-, 0 1"/2 : SEC DESCRIPTION _ · AXIAL STRESS CBRMP 1135.9REQ TL BC 38 L2-1/2X2-l,/2X. 230 . 2·9188. .972Q BOTTOM CHORD EXTENSION=. 0-8 3/4 · L/360· LIVE LOAD DEV = 13:04; 3 PLF·; L/24·0 · · Tb.TAL L04D FOR DEF;L ;::: · . 108·0 •. 0 PLF. · .. LIVE LOAD DEV= 1956~4 -PLF . ' . --------------------**END PANEL DES:CGN** -,~-------,-------,------AXIAL LOAD . K LEFT. 36030.·3 1.00 RIGHT 3603:0 .• 3 . 1.00 KL/R. FLR WEB 48 3 ·1 2D 48: ~ 1 .2D TO END BASEL NGM NGM 4-, 6 1/2 -- 4.,. 6 1"/2 B. DEPTH 5 0/0· 5· o,o ;;rooiTroNi~-Tc-ixiii:-i:oio-oisrGN;.;. --~------~-..:. ... --"'."-:--TENsioN---.,.--.,.-... AXIAL AXIAL · · AXIAL ALLOWABLE. STRESS INCREASED 33% 1 SEC FORCE STRESS RATIO TC; 51 5'0000. 12976. 0 • 3252 LEND PANEL PP LEND PANEL MP L VAR 'PANEL PP L iVAR PANEL MP INT PANEL.PP . 'INT PANEL MP R VAR l?AN·EL MP R.VAR PANEL .pp R • END PANEL MP · R-END PANEL PP -------------- .AXIAL . AXIAL FORCE STRESS 860.3.Q. $' '22'326. 6 8~030.3 22326.6 83391.1 21641.7 9:3391.1 2,1.641. 7 114045.0 29597.-0 114045.0 2~5~7.o 83391.1 . . 21'641. 7 . 9339·1.1 2164-1.7 8 6 0 3 o .• 3 · 2 2·3:2 6 ~ 6 ,8.60'30 .• ·3 2232·6'. 6 *ttWEB DESIGN** STEEL FY = 500()0. ~~---!'--~-~----~ WEB 2 2D 3 4 V2 ·5 6 V3 GR -SR V4 '4R 3R NO DESCRIPTION 27 L -2· .X '.2 X.188. 22 L ·2 X 2 X.137 2:0,, Ll-1/2Xl-1/2X.1 ro 25 L 2 X, 2 X.163. 22 L 2 X 2 X.137 14 L1~1/2Xl:-1/2X.115 -22 L 2 X 2 X.137 22 L 2 X . 2 x .• 13'7 f~ t1-fi2~1-f12~:ir:§· Q K 2 1.00 1 1.00 2 1:·00 1 1 .• 00 1 1.00 -2 1 •. 00 1 1.00 1 1~00 1 ·1.00 -COMPRESSION -AXIAL -BENDING BENDING RATIO· ·sTRESS RATIO •. 5596. 148·56,.1 • 3723 .7098 4112.7 .1486 .5424 14856~1 .3723 • 8-404 2.03-2. 2 • 0693 .7418 7685.4 .1926 .S601 1496.7 .0443 .84'04 2032. 2 • 0693 .5424 14856~l .3723 · .709.8' 4112. 7 .1486 .5596 14856~1 .3723 COMBINED RATIO .. • 93,19 .8584 .9147 • 9,097 .9344 • 9'044 ~9097 .9147 .8584 .,9319 PSI.. MIN VERT SHEAR = 5253. 8 LBS. . -EN:D, REA CTI.ON :;::: 21015 • 0 . LBS • . · . · · REQ --DE:V REQ FILLET AVBL _KL/RAX 'LOAD AX LOAO WELD SIZE WELOSLOT 135. 0 + 40.57'·2. + 4.2999 ~ 14. 6X .188 17. 3+ • OB 110.1 -5760.-6424. 2.sx .137 5~o+ .o -83. 3 -178'3·1-~;-1765·5. 7. lX .170 ·9,. 8+ • OB· 14~ .• 7 + '.J.4':544.+ 187~3. 6.0X .163 6.0+ .O 2DR 2R 22 L 2 X 2. X.137 25.L 2 X 2 X.163 20 bl-1/2Xl~l/2X~170. 22 L '2 X 2 X.137 2:7-·L· 2 · X 2 X.188 2. 1. 00- 1 1.00 1 1.00 2 1.00 1 · 1. Q.O 2 1.00 96.6 -4190.~ · 7825. 2.lX .137 4.~+ .O .97.·0 -:-8727.-· '9964. 5.lX .115 10.5+ .-OB 14·5.2_ + 7:s9·s.+ J,.5877. 3.9X .137. 6.·o+ .o 96.6 -. 4190.-1a25. 2.1x .137 4.9+ .o 145.2 + 7&98r+ 15877. 3.9X .137 ~~o+ .O ·97.0 -· 8727.-99-64. 5.lX .115 10.5+ .OB '96.6 -· 419·0.-7825. 2.1x .137 4.9+ .o 145.7 + 14544.+ 1-87-q_3 .• 6.0X .163 6.0+ •. 0 s·3.3 . .-1783·1.-17€!55. 7.lX .170 Q~8+ .OB Il-0.7 ~ 57~0.-6424. 2.8X .137 5.0+ .O · 13:5 • 0 + 4 . .0 5 72 •. + · 4 2 9 9 9 • 14 • 6X • 18 8 1 7 • 3 + .• OB *'~BRIDGlNG REQUIREMENTS**. '-: .. --.--------------TC RYY'= 1.837 . BC RYY = 1.43·5 -WLEN/(TC RYY). -254 271 WORKING. LENGTH .!:, 3.8 • ·91 7 FT ' ', . · -• B~IDGIN(; SPACING ,PEV:E!LOP,ED AT 19. 458 FT FOR l ROW(.S) OF H-BRIDGING. ·------· .--~--------- ' . :" ' / ~ ' -.-.. c:-~-... _~,~--f:':\".\·:·~-::-~:.·<·::::_ ~··' -.. .. . . ·, '. ··. ,--~---,> : ._ .. · __ :·:: :~_-r~-~-:<::·_; -:·: ··. ·· :::· .:·_ • • '·:; .. :, _.:: ~,: :-'~--•,•.•' • •:r:• .' '}• •• ~,,,~-. ~ ,' .~,: I., • '_ ,"'. •' •. ,-,,-•~.:~~' .• • _:'" :~,4.-_,·1-..-,l-;, ..... • •-' . ' ' -:-~ .. ·>·· \:1,.-":.·::·;_: t._,:-,.__ ;· ,_. ..... ~.~:-.• '-1,. ; ...... -, .... ' : ·::.:_----~"·-..':o::-. ~ ',1. • ...... . . -·,,. .. : .... ' • • • ~ •. ,_. • ,,. • • 0 ' ~ • I • ··~ ·.· ,,;:; .. ~·, :; , .. -~ ... .:. ~-,: ·-·· -----~· ... : ·,-· PURITAN-BENNETT 94-9-432 LIST 3 Gl ~5DG 0 • • May 17, 1990 23' 3" 35G 4N 43.20K **JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 35.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .48 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 ADDITIONAL TC AXIAL LOAD= 85.00 KIPS. CONCENTRATED 43.200 KIP(S) TOTAL AT PP 3 5 7 **BASIC DIMENSIONS** --------------------LEFT WK LENGTH END PANEL 22.9167 4-1 1/2 RIGHT END PANEL 4-1 1/2 LEFT VAR DIM 1-6 0/0 RIGHT VAR DIM 1-6 0/0 INTERIOR PANELS 2 AT 6-O 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 4-1 1/2 4-1 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 35 0/.0 32 518 35 0/.0 35 0/.0 (ACTUAL) 32 518 32 518 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 32.656 2 -.687 2 .o 32.656 Vl .ooo 3 43200.0 32.656 3 1.814 4 .o 32.656 4 -.907 5 43200.0 32.656 V2 .ooo 6 .o 32.656 5 .907 7 43200.0 32.656 5R -.907 8 .o 32.656 V3 .ooo 9 .o 32.656 4R .907 10 .o .000 3R -1.814 11 .o .ooo V4 .ooo 12 .o .ooo 2R .687 ----------------**CHORD DESIGN** STEEL FY = 50000. ---------------- AXIAL LD AXIAL LD IN WEB TOP CHORD + 114382.3 94256.4 .o 94256.4 73992.1 .o + 32149.3 153786.8 .o 153786.8 32149.3 .o 32149.3 153786.8 .o 153786.8 + 32149.3 .o 73992.1 94256.4 .o 94256.5 + 114382.4 .o PSI AXIAL LD BOT CHORD .o .o 129974.7 .o .o 177599.0 .o .o 129974.6 .o .o .o AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 12567.5 .4189 .o .o .0000 .4189 LEND PANEL MP 12567.5 .5562 .o .o .0000 .5562 L VAR PANEL PP 12567.5 .4189 .o .o .0000 .4189 L VAR PANEL MP 12567.5 .4493 .o .o .0000 .4493 INT PANEL PP 23679.9 .7893 .o .o .0000 .7893 INT PANEL MP 20504.9 .7721 .o .o .0000 .7721 R VAR PANEL MP 12567.5 .4493 .o .o .0000 .4493 R VAR PANEL PP 12567.5 .4189 .o .o. .0000 .4189 REND PANEL MP 12567.5 .5562 .o .o .0000 .5562 REND PANEL PP 12567. 5 · ·. 4189 .o .o .0000 .4189 .··._.,'.:,··· ·.:_ ..... ·'.: :'"' : ~' . . -'. / ...... • I • • • ·,._ ... '» · PURITAN.,..BENNETT' 94-9-432 · -LIST.. 3 ' .Gl Ma¥ 17, 1.990 TC BC SEC DESCRIPTION 63 L. 4. X 4 (;il L 4 X 4 SEC DESCRIPTION AXIAL LOAD K . KL/R X.500 1:5.3787~ 1.00 34.7. x.438 177599. i~oo 9i~s . AXIAL STRESS CBRMP I FLRS 3772.lDEV 4 . • OREQ 0 1581.lREQ TL LENGTH ~-3 .... 3 0 /0 23-2 0/0 BC 61 L 4 X 4 X.438 L/360 LIVE LOAO DEV= TOT4L LOAD FOR DEFL = 2E5,'810. • 89.37 11709.2 PLF, L/240 LIVE 7362 .1 PLF. · · . LOAD DEV= 17563.7 PLF ---~--,..------------~-. **END PANEL DESIGN** --. ------------------AXIAL.LOAD LEFT . 94256.4 RIGHT 94256.5 K 1.00 1.00 KL/R 60.7 60.7 FLR WEB O V 0 V TO END BASEL NGM NGM 4-1 1/2 EP VP 4-1 1/2 EP VP B. DEPTH 6 0/0 6-0/0 . ~----------------------------------**ADDITIONAL TC AXIAL LOAD DESIGN** ALµOWABLE STRESS INCREASED 33% ----------------~-------------------TENSION AXIAL AXIAL. SEC FORCE S.TRESS TC '63 . 85000. 11333 ~ 3 LEND LEND L VAR L VAR INT . I.NT R VAR R VAR R·END REND PANEL PP PANEL MP PANEL PP PANEL MP PANEL PP PANEL MP PANEL MP PANEL PP PANEL MP PAN;EL PP 1--'!'------------ AXIAL FORCE 179256.4 · '1792,56. 4 . 1792·56. 4 179256 .• 4 2'62598. 9 2.·3 87 8·6 • 8 17925·6. 4 179256.4 · 179256 •. 5 . 179256. 5 · AXIAL RATIO .2~40 AXIAL. STRESS '23900.9 .23900. 9· 23900.9 23900.9 35013 • .2 ·31838~-2 239.0'0. 8' 2390Q.8 239.00. 9 2·3900. 9 COMPRESSION AXIAL . BENDING RATIO STRESS .5990. .o .7954'' .o .5990 .o ~6424 .o .8775 .o .9013 .o .6424. .o ~ 5990> . • 0 ~7954 .o .!;>990 .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .5990 .7954 .5990 .6424 .8775 .9.013 .6424 .5990 .7954 .5990 :**WEB DESIGN** I --------. ---. . STEEL FY -50000. PQI. ~IN VERT SHEAR= 16200.0 LBS. '.WEB 2 Vl 3 4 V2 5 SR V3 4R -3R V4 2R .N.O DESCRIPTION 6l·L 4 X 4 X~438 17 Ll-1/2X1-1/2X.13a 48 L 3 · X 3 X.313 · 25 L 2 X ~2 X~163 17 Ll-1/2'X1--1/2X.138 · 31 L 2 X 2 X.232 31 ·L 2 X 2 X.232 17 L1-1/2Xl-1/2X.138. 25 L 2 X 2 X.163 48 L. 3. X 3 X.313 17 Ll-1/2Xl-1/2X~l38 61 L 4 X 4 X,438. -------------------------. . · **BRIDGING REQUIREMENTS** -~ 1 2 2 1 2 2 1 2 ·2 1 2 K 1.00 1 .. 00 1.00, 1.00 1 .. 00 1 .• 00 1.00 1.00 1. o·o 1.00 1.00· 1.00 END REACTION= 64800.0 LBS. . . REQ . DEV . · REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 47.0 +114382.+198729. 20.5X .375 16.8+ 4.8B 110.5 ~ 3076.~ 4829. 2.0X .138 4.2+ •. 0 40~5 -73992.-91734. 19.9X .250 15.5+ 6.3B 78.3 + 32149.+ 37526 •. ~13.3X .163 16 •. 5+ .OB 110.5 -.3076.-4829. 2.ox .138 4.2+ .o· 79.5 -32149,.-33410. 11.5X .188 16~5+ .O'B 19.5 -32149~-33410. 11.SX .188 16.5+ .OB 110.s -3076;~ 4829. 2.ox .138 4~2+ .o 78.3' -+ 32149~+ 37526. 13.3X .163 16.5+ .OB 40.5 -73992.-91734. 19.9X .250 15.5+ 6.3B 110~5 -3076.-4829. 2.0X .138 .4.2+ .O 47.0 +114382.+198729. 20.5X .375 16.8+ 4.8B iTc RYY ==. 2.~78, BC RYY = 2.0.65, W:LEN/(TC RiY) = 132.361 .~~!M1~ ~if 8IMG = FO~ 2·a6 1 iJ~ES = 41. 29:1. ·----------·--------· -----. ,, . !''. ·-· ... · .. :'· ··,.;, :·-:,..... ,, .. ··-. ' ··, _·, . ·,·, . ·. .. ' .,: . . ,.· .. -, . ..,.. :. : '. ,,·--• • ~ ' : :.,-' '' ,t.-.,_ ~ - : ,, . : · . ., ',... .,.,. .. "'' ... ~ ,, ·-- ', . . 1 .,. ,' • ' :·~ :·!.·~>~· ~ .... ,:,:f;1;,.::r:~.:':--"7, :~""-·:=-: "{ ' ~·.,. '"' ,· .--· '•' • ' ! • n • • •• • • " ,. • { • 0 f •> •• V .. -• < ' . -'.. ., .. ,_ .. -·· :,...,...;.,,_ ~ ,· -: . . . . ·---. ' .· : ' ·. ·; ___ :-,:.---~~~~D~-;~~;~~:_:.i:.!(.~-~:::~·-:-'-.:-:. :_ ~·~.:·~::-<:: . -. :.1_·· ·-: .-... : ·. :.·.··-.:~·-. -~: '{ . . -· .. ~ ·<-Z:,_"'.;¼.:~~~t-;~;-~~j:·f~~---~~ ~, : ·. ~-.<·: .. ,-·: ~~ ·}; :-·. -.~-~ • ~!:· --t.,. ;: •. -· ~ .... ,, , :_ :: ~--• -... ·-..... ·--. :, . . . ,. . --./ ' ',. :: . .... .. -__ -:. ~. . ., ---~ . ~ ... '., .. • • PURITAN-BENNETT May 17, 1990 94-9-432 LIST 3 G2 35DG O 23' 3" 35G 4N 43.20K ------------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 35.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .54 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/.360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 ADDITIONAL TC AXIAL LOAD= 85.00 KIPS. CONCENTRATED 43.200 KIP(S) TOTAL AT PP 3 5 7 ----------------------. ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH TC TC TOTAL LOAD KIPS 7.200 7.200 LIVE LOAD KIPS .ooo .000 **BASIC DIMENSIONS** MOMENT DISTANCE 11-7 1/.2 17-7 1,2 LEFT RIGHT PROXIMITY IN INCHES .oo .oo RIGHT FROM pp 5 7 LOAD SUPPORTING TO PP WEB MEMBER 5 7 WK LENGTH END PANEL END PANEL 22.9167 4-1 1/2 4-1 1/2 LEFT VAR DIM 1-6 0/0 VAR DIM INTERIOR PANELS 1-6 0/0 2 AT 6-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-1 1/2 4-1 1/2 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 35 0/0 32 5/8 35 0/0 32 518 35 0/0 32 5 18 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS .DEPTH MEM SLOPE 1 .o 32.656 2 -.687 2 .o 32.656 Vl .ooo 3 43200.0 32.656 3 1.814 4 .o 32.656 4 -.907 5 50400.0. 32.656 V2 .ooo 6 .o 32.656 5 .907 7 50400.0 32.656 5R -.907 8 .o 32.656 V3 .ooo 9 .o 32.656 4R .907 10 .o .000 3R -1.814 11 .o .000 V4 .ooo 12 .o .000 2R .687 A-DIM B-DIM 5-7 1/2 5-7 1/2 AXIAL LD AXIAL LD AXIAL LD IN WEB ·TOP CHORD BOT CHORD + 123764.0 101987.4 .o .o 101987.4 .o 80060.9 .o 140635.2 + 40060.0 170306.6 .o .o 170306.6 .o 40060.0 .o 199978.0 34955.1 174087.7 .o .o 174087.7 .o + 349·55 .1 .o 148197.3 84366.0 107471.3 .o .o 107471.4 .o + 130419.0 .o .o . . PURITAN-BENNETT. 1 · 94-9':"" 432 LIST G4 ------~~-----~~~ 3 ), ' ; ,f,. • ,,-.' :._. -. ---May :J,:7,,-, 1.990'. **CHORD DESIGN**· $TEEL .. ·FY ;;;:· 50000. -PSI ~---------~-----~ AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD L END PANEL PP 13:598. 3 .453·3 · -·--.,0 L END: PANEL MP. 13'598. 3 • 6019 .,0 L VAR PANEL PP 135-98. 3 • 4533 .·o· L VAR PANEL MP 1359"8. 3 · • 4861 • 0 INT PAN·EL PP· 2'6,663. 7 .• 8888 .-0 I.NT PANEL MP 2 3.2.11. 7 • 87 4 0 •. O R VAR 'PANEL MP 1432,9 ~-5, .,5123 • 0 R VAR PAN·EL PP 14.329 .• 5 .4777 .O R END PANEL· 'MP 14329. 5 .·6342 •. 0 RENO PANEL PP 14~'29.5 !4·777 .Q • BENDING 'STRESS .• 0 .o .o .o .o .o .o .o .o .o B~¥f~G .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .4533 .6019 .4533 .4861 • 8·888 .8740 ~5123 .4777 .6342 .4777 SEC DESCRIPTION AXIAL LOAD I{ KL/R I FLRS· LENGTH. 23.,.. 3 0/0 23.:-2 0/0 TC 63 L· 4 X 4 X.500 174088~ 1.00 34.7 3772.lDEV 4 , -BQ · 61 . L _ 4 .. X 4 X. 4.3 8 · . 199 97 8 • 1. 0 0 . 91. 8 _ • OREQ 0 SEC DESCRIPTION AXIAL STRESS. · CBRMP 1780.4REQ TL BC 61. L 4 X 4 X.438 . 30188. 1~0063 L/360 LIVE LOAD. DEV = 11709 .• 2 PLF, I,i/240 TbTAL LOAD FOR DEFL = 8289.8 P~F. L:CVE LOAD DEV= 175'63.7 PLF --~-~'"""'!---~-----9!""9~----- i. **END PANEL DESIGN*~ --------------------' --' . -' . - '1 AXIAL LOAD K i LEFT 101987. 4 1. 00 KL/R 60.7 6'Q.7 FLR WEB TO END BASEL NGM NGM B. DEPTH' 6 O{O :. RIGHT 107471~4 1. 00 ·O· V ·o 'V 4-1 1/2 EP VP 4-1 1"/2 EP VP 6 oyo I-~----~-----~~-~-----~-~~--~~------, **ADDITIONAL TC AXIAL LOAD. DESIGN** I---~~~---~-----~---~~-~--~--~-~~--~ · -~LLOWABLE STRESS INCREASED 33% -T-ENSI.ON -AXIAL AXIAL SEC FORCE STRE$$ , TC . 63 8!;>.000. 11333 •. 3 AXIAL .,RATIO .-2840 . -.COMPRESSION -AXIAL --· · AXIAL AXIAL · BENDING . FORCE STRESS RATIO STRESS i L 'END PANEL pp 18.6987. 4 2·49·3,1. 7 .-6249 • 0 , L END PANEL MP 1'8.698'7 ~ 4 2244:99:3311· ..•• · _77 • 8297 : 0 · L VAR PANEL PP 186987· •. 4 .6249 · • 0 L VAR PANEL MP 186987.4 2493·1.7 .6701 ,J.<' .O .. INT ·PANEL PP .2:84'978. 0 · 37997 .1 · • 9'523 · • 0 INT PANEL MP 25.9087. 7 3454.5 .• 0 .• 9780 • O . R VAR PANEL .MP 192471:.3 2566,2.8 .:6-898 .O · RVAR PANEL .p.p 192471.3 25662.8· .·6432 .d R END PANEL MP 192471.4 25662.9 .8540 .O ,REND PANl!!L PP ·],92471~.4 . 25662.9. .643'2·· .O I-------~-------. **WEB DESIGN** STEEL F~.;::: :5bOdO •. PSI. MIN VERT SHEAR = · -----~~--~-~--.. END REACTI .. ON, = i _ .. . .· REQ PEV , WEB :t,TO DES.CRIP,TION . Q K KL/R AX :LOAD AX LQA.-D 2 6 3 L 4 X 4 · X .5 0 0 · . 2 1. 0 0 4 7 • 3 + 12'3 7 64 • +2 2 5 0 0 0 • . Vl 17 ·.L1-1/2X1-l/2-X. 1~8 .. .1 1. _qo· 11.0~ 5 -· 348'2 • .,.. 482~. · 3 -4 8: L 3 X 3 X. 313 · 2 1. 0 0 · 4 0 • 5 --8 0 0 61 • -·917 3 4 • ,I i2 1~ 't.1-f12:5h-f 1.2~: i~~ ..... f ~-1: gg:, 1i~: § ·: 4·g2~1: ! . 4 ~l~§: , 5 3.3 L2-1Z2-X2-1Z2X.197 2 1.00 62.6 -40060·.-40174. · 5R ;l3 L2-1/2X2-lt.2X_.197, · 2 l.~ 00 '. 62. 6 .,.. 34·9.5.5. -401_?4. , V3' 17. Ll-l"/-2Xl-1"/-2X.138 .. 1 1.00. 110. 5 -. 3482. -482:9. .4~ 2'5_ 0 L. -~ X 2 .X.lt;i3'. · -2-~_1.·op, __ 78.3'.-+ .34,955.+ 375.26. BENDING RATIO · .0000 .0000 .0000 .0000 • 0000-. oooo .0000 .0000 .0000 .0000 COMB IN-ED .RATIO· .6249 .8297 • 624·9 .6701 .9523 • 978'.0 .6898 .6432 .8540 • 643"2 18471. 3 LBS •. 73885.1 LBS. REQ FILLET AVBL . WELD SIZE WELD SLOT 22.2X .375 16.8+ 7.7B 2.ox .138 4~2+ .o 21.5X .250 15.5+ 6.3B 14.4X .188· 1~.5+ .OB 2.0X .138' 4.2+ .O 14. 4X .188 16. 5+ • OB 12. 6X .188 1·6. 5'+ .• OB 2.ox .138 4.2+ .o 14.4X .163 16.5+ .OB .-' : ". . . ~-~. :: ·· : -_; ' . .'.: ..,,__ "' ~ . • .•_' • '. +:: '": ... ' ~ .,._ --•,, ,,:; • V .. • •• PURITAN-BENNETT 94-9-432 LIST G2 3 **WEB DESIGN** STEEL FY --------------. WEB NO DESCRIPTION 3R 54 L3-1/.2X3-1/.2X.344 V4 17 Ll-ll2Xl-ll2X.138 2R 63 L 4 X 4 X.500 **BRIDGING REQUIREMENTS** ------------------------- May 17, 1990 = 50000. PSI. MIN VERT SHEAR= 18471.3 LBS. END REACTION= 73885.1 LBS. REQ DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 1.00 34.6 -84366.-121663. 20.2X .282 15.9+ 5.6B 1 1.00 110.5 -3482.-4829. 2.0X .138 4.2+ .o 2 1.00 47.3 +130419.+225000. 23.4X .375 16.8+ 7.7B TC RYY = 2.078, BC RYY = 2.065, WLEN/(TC RYY) = 132.361 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 41.291 '' ....• ' . ~-'. ... , . :' . -~ ' •• PURITAN-BENNETT 94.,;,9_ 43.t -LIST ·3·. ·. G3 ... ~ jSDG 0 M~y :1.7, -19.90 3" 35G 4N 43.20K ---~----------~---------------~---~----~~~-------~-~-------------~~-----------**JOIS.T GIRDER DESIGN REQUIREMENi:J:'S** SJI SP:E;CS ·· VULCRAFT E;NG DEPT** ---------~~~----~-~--------------~~--~-~---~~----~---------------~----~----~--JOIST LEFT END RGHT END ACTIUNAC·HLEDS.E. F .. L POINT DEPTH · BS LENGTH · SJ;>l\CING S.TRUT. STRUT LOADS 3!;>.00· 23-·3 0/0 .06~00 0/0. .5, IN .5. IN .48 TL REQ .00 LL . . ' ,, ' . -----------------. ' ' **LOAD CRITEEIA** ~-----~---------~-TOTAL, LOAD= O. PLF, Ll;VELOAD = 0. PLF. LIVE LOl\b DEFLECTION SPECIFIED AS -~/.360 TOTL LOAP DEFI,,ECT.:rON SPECIFIED AS Lt 2 4 0 ADDITIONAL TC ~XIAL. LOAD = 95 .• 00·· KIPS. . . . CONCENTRATED 4;3.200 KIP-(S) TOT-AL AT PP 3 5 -7 -----~--------------**BASIG DIMENSIONS** ~-~----------~------LEFT . RIGHT LEFT. . RIGHT WK LENGTH END PANEL END PANEL 22. 9167 4-1 1/2 4--1 1/2· VAR DIM ·1-6 0/0 V:AR DIM INTERIOR PANELS ·1-6 .0/0 2' AT 6-O 0/0 LEFT T.C . RIGHT TC END-PANEL END PANEL. A~DIM. :B-DIM 4-11/1 ·4~ 1 1/2 5-7 1/2 5~,7 1/2 DEPTH DEPTH DE,PTH LEFT CENTER RIGHT 35 0/.0 3·5 0/0 35 0/.0 JACTUAL). 3'2 5"/8 34 5/8 32 '5"/8 ''(EFF) , --~-----~---------. · *·*TRUSS ANALYSIS.** -· -----·,---~----------- 'pp 1 2 'LOAD-LBS 3 I 4 ; 5' 6 T . 8. I 9 : ... , .10 ,11 12· . . ·.·0, ·o 43200: 0· ' • Q 43200.0 . ..'O 43200.0 .o .o .o .o .o EFF DEPTH 32.656 ·32. 656 . ·32. 656 32.656 32. 656 32.656 3-2. 656 32 .• 656 3,2. 6'56 · .·ooo. • 000 · •. QOO . WEB WEB MEM SLOPE 2 ., .,.._ 687 ·v1. .000, .3 1.814 4 · ·-. 907 · V2 • 000 5 . • 9017 5R -.907 V3 .000 4R .-90-7 3-R. -.1 .• 814 V4 · .000 2'.R .• (587 AXIAL LD . IN WEB + 114482.3 ,' • 0 73992.1 ·+ 32;1.49.3 -• 0, 3'2149-~ 3 32149.3 '... ' -.• 0 + 32,149.3 '73992.1 _, . .• 0 +· 114:3'82. 4 **CHORD DESIGN** STEEL FY = 50oo·o. PSI ---~----------~- I , , , 1 L END PANEL PP L END PANEL MP. · -1 ,L VAR PANEL PP . L-VAR PANEL MP INT PANEL ··_pp INT PANEL MP R VAR PANEL MP AXIAL ·AXIAL.· 'STRES.S . 'RATIO 12567. 5 · .• 41-89 12'567. 5 '•o'• • 5562 12'567 .• 5. " ·• '4189 12567. 5 : ·. • 44-9,3 2'3'679. 9 . . . • 7893 2 0-5 0 4 • 9 • 7 7 21 12:567 ~ 5 • 4493 R VAR PANEL PP R . END· -PANEL MP R END· PA.NEL · PP 12567.5 · ..• 41,89 1,2'567 ~ 5 .. ; . · .• 5562 · .. ... 12567. 5 ..... · · .• 41:8.9 . MOMENT UNI LOAD ' .o ~o .0 .:0 .o .o, .o • 0> , • 0. .o .. , . :·_ ;-,· : ... :.\ -...... ~-, 7f .. · · .. ~ ~---~ •• ~-·_--:. ·': '·.· · ·~·..:f· AXIAL LD TOP CHORD 94256.4 · ,94256. 4 .o 15.3786. 8 153786. 8. . .o 153786.8 153786. 8 .o 9425"6. 4 ·94256. 5 .o BENDING ·sTRESS .o .o .o .o .o .o .o .o .o • 0 : ,._. .. · ·-:.:._--: .... · .. ··:>::· : ?/Y:\~·_.;'.c:./.: .. :::>. :.··. '. --. ._;_: ... ' ::· .. ' ..... ~.-'.>. ' ·.:-:.·~.: ::"!-:~::·~-~:.:·~~:,..:-:··.~~--.. ·_:~-:..., -·-~: __ :·· ... ~-:-:! .:,. ~-:._·;-. . .. · ···-.· .. :·, ··--·· .---~ .... ' ... -· ..... ' . '\.,,.. ·,: :,. · .... t...,..··'~--~_11,::, .• _ • .• • ~ .... :::. .. • •• · .•• ,,,~ :.. -\, -''·: • ._; ·:· AXIAL LD BOT CHORD .o • 0. 129974.7 .0 .o 177599.0 • o· .o 129974.6 . • 0 • 0 • 0 BENDING COMBINED RATIO .0000 .0000' • ooo·o .0000 .0000 .0000 .0000 .0000 • 0.000 .ooob ~I!~:g ~ 5562 • 4.1.89 .4493 .7893 .7721 • 449.3 .4189 :. 5562 : • 418:,9 ... .... : .. · ·-. •._ ·,-.... . -. ' ----· ...... ~ . ~ -....:...: ~-;·~----~ .. ~; ,~ ... -~,~1. -:.•·, :.~:-;:.-:· .... .. . ' " • • PURITAN-BENNETT 94-9-432 LIST G3 SEC DESCRIPTION 3 TC 63 L 4 X 4 X.500 BC 61 L 4 X 4 X.438 May 17, 1990 AXIAL LOAD K 153787. 1.00 177599. 1.00 KL/R 34.7 91.8 I FLRS 3772.lDEV 4 .0REQ 0 1581.lREQ TL LENGTH 23-3 0/0 23-2 o,o SEC DESCRIPTION AXIAL STRESS CBRMP BC 61 L 4 X 4 X. 438 26810. • 8937 L6360 LIVE LOAD DEV= 11709.2 PLF, L/240 LIVE LOAD DEV= 17563.7 PLF T TAL LOAD FOR DEFL = 7362.1 PLF. **END PANEL DESIGN** AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 94256.4 1.00 60.7 0 V 4-1 1/2 EP VP 6 0/0 RIGHT 94256.5 1.00 60.7 0 V 4-1 112 EP VP 6 010 -----------------------------------**ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% ----------~------------------------ AXIAL SEC ·FORCE TC 63 95000. -TENSION -AXIAL STRESS 12666.7 AXIAL RATIO .3175 LEND PANEL PP L·END PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL FORCE 189256.4 189256.4 189256.4 189256.4 272598.9 248786.8 189256.4 189256.4 189256.5 189256.5 AXIAL STRESS 25234.2 25234.2 25234.2 25234.2 36346.5 33171.6 25234.2 25234.2 25234.2 25234.2 -COMPRESSION -AXIAL BENDING RATIO STRESS • 6324 • 0 .8397 .o .6324 .o .6782 .o .9109 .o .9391 .o .6782 .o .6324 .o .8397 .o .6324 .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .6324 .8397 .6324 .6782 .9109 .9391 .6782 .6324 .8397 .6324 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 16200.0 LBS. --------------END REACTION= 64800.0 LBS. WEB NO DESCRIPTION 2 61 L 4 X 4 X.438 Vl 17 Ll-1/2Xl-1/2X.138 3 48 L 3 X 3 X.313 4, 27 L 2 X 2 X.188 V2 17 Ll-l/2Xl-l/2X.138 5 31 L 2 X 2 X.232 SR 31 L 2 X 2 X.232 V3 17 Ll-1/2Xl-l/2X.138 4R 27 L 2 X 2 X.188 3R 48 L 3 X 3 X.313 V4 17 Ll-1/2Xl-1/2X.138 2R 61 L 4 X 4 X.438 -------------------------**BRIDGING REQUIREMENTS** ------------------------- Q ·2 1 2 2 1 2 2 1 2 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 47.0 +114382.+198729. 20.5X .375 16.8+ 4.8B 110.s -3076.-4829. 2.ox .138 4.2+ .o 40.5 -73992.-91734. 19.9X .250 15.5+ 6.3B 78.7 + 32149.+ 42999. ll.5X .188 16.5+ .OB 110.5 -3076~-:-4829. 2.ox .138 .4.2+ .o. 79.5 -32149.-33410. 11.5X .188 16.5+ .OB 79.5 -32149.-33410. 11.sx .188 16.5+ .OB 110.5 -3076.-4829. 2.0X .138 4.2+ .0 78.7 + 32149.+ 42999. 11.5X .188 16.5+ .OB 40.5 -73992.-91734. 19.9X .250 15.5+ 6.3B 110.5 -3076.-4829. 2.0X .138 4.2+ .0 47.0 +114382.+198729. 20.5X .375 16.8+ 4.8B TC RYY = 2.078, BC RYY = 2.065, WLEN/(TC RYY) = 132.361 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 41.291 ··:,. PURITAN---BENNETT M9,y 17-, · 19.9 b 94-9-432 LIST 3 G4 · 3.5DG ·. 0 2.3 ' 3 11 . 3-5.G .4N 4 3 • 2 OK -----. , . . . . . ;;joisi-GiRoER-oEsi-Gi-RiQtrrREMENTs;;~---,..~s:ii-sPics ______ vui:cRiFT~ENG-oEPT;;-----------~:.._.;. __ .;. __ .;. ___ ioisi.;. __ .;._~EFT-.iiJo--RGiiT-iio _________ icTuii:-oitiri:~Pt>rNT __ _ DEPTH BS LENGTH SPA.CING $TRUT . . STRU'r INCHES LOADS 35_.0-0 23-3 0/0 06-0(J 0/0 .• 5, IN .5 'IN .51 TL RE(J .00 LL --' . ------------------**LOA:D CRITERIA-** -----------------. TOTA:{:.. LOAD = 0. PLF, LIVE ·toAD = d. PLF. LIVE LOAD DEFLECTION -SPECIFIED AS "£/3:66 TOTL LO.A:D DEFLECTION SPECIFIED AS -l:Ji'240 CO~CENT~'l;1Eb 4-3 • 2 0 0 KIP·( S) 'rOTAL AT . PP · 3 5 7 ~-----~-------------**BASIC DIMENSIONS**· -----~--~-----------LEFT· RIGHT . WK LENGTH END PANEL, END PANEL 22: 9167 4-1 1/'2 4-1 1/2 LEFT TC RIGHT TC. .LEF.T .. VAR DIM 1-6 0_/0 RIGHT VAR DIM INTERIOR PANELS.· '1-. 6 0/0 2 AT 6-0 0/0 END PANEL END PANEL· A-DI-M B'-DIM 4-I 1/2. ·4~ -1 1/f . 5-7 1/2 5:-'7 .1,/2 LDEEFP_.TTH .DEPTH DEPTH CENTER RIGHT 35 0/0' 35 Of.'O 35 O.f.-0 32 5/8 32 5/8 32 5/8 (ACTUAL) (.EFF) .. ----~-,--~~--~-~---'._**TRUSS ANAI:iYS:J:S** ----,---~----------· EFF WEB WEB AXIAL LO AXIAL LO AXIAL LD ' pp LOAD,-LBS DEPTH MEM SLOPE: IN WEB TOP CHORD BOT CHORD 1 • 0. 3'2 .678 2' -. 68,8' + 1143.29. 4 .94192. 3 .o ~ .o 3'2. 678 Vl • 000, .o 94:1.92.3 .·O 4·,3 2 o.o. Q, 3·2. 678 3· 1 .• '815 73980.4 .o 129.886. 2 4 -~O 32.678 4 -.908 + · 32.137. 3 .153682 .1 .o . '·:5 43200~ o .. -32. 678 .V2 --~ 000 . ' • 0 -1·53,682 .1 .o ·6 .o 32.678 5 •. 908' -32137.3 .0 177478.0 7 43200.0 ~2.678 5R -.908 3'213'V. 3 ,l,53682 .1 .o 8 .o 32. 678 -t(L V3· .QOO .• -0· :1:53·6·82 .1 h\: • 0 9 .,o 32 .•• 678 :: 4R • 9,08 + 3'2:137. 3' .o 129886.1 10, ~o .000 3.R: -1.815: 73-'~80·~ 4 94.19.2. 2 .o ll .• 0 .000, v4· .ooo .... .·o 94192.3 .• 0 12 .o • 000 2R • 688 . + 114329.5 .o .o ---~---~~------~ i**CHORD DESIGN** STEEL FY --50000. PSI ----------------.. . . AXIAL AXIAL RATIO .4740 .6285 ·MOMENT' UNI.LOAD· -BENDING BENDING COMBINED : LEND PANEL PP L END PANEL MP--'L VAR PANEL PP L VAR PANEL MP INT . -PAN,EL PP . INT PANEL MP . .R VAR PANEL MP R V~R PANEL PP REND PANEL MP R END PANEL PP . STRESS. 14219.2 14219.2 142.19. 2 142.19. 2 26791.9 23199.7 14219.2--~ 14219.2 14219 .2 142:,I.9 .,2 • 474:0 .5082 .8931 • 8745 ·--· ~-5082 .4740 • 628'5 • 4740 .... ..• 0 .o .-0· .0 .d • 0 . .-0, .·,. ·, ~ o .. .-o .·0 . ' ~ ... ' " STRESS. .o .o .0 •. o • 0 . .o ..• 0 -.. _,. .o .o .o RATIO. .000'0 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 RATIO . .4740 • 62,85 .4740 • 5-os.2 .89131 .8745 .5082 .4740 -~-6285 .• 4740 .~ . -· ' . '·, .'"':.-:, PURITAN-BENNETT 94-9-432 LIST G4 TC BC BC SEC DESCRIPTION 61 L 4 X 4 61 L 4 X 4 SEC DESCRIPTION 3 • . -May 17, 1990 X.438 X.438 AXIAL LOAD K KL/R 153682. 1.00 34.9 177478. 1.00 91.8 AXIAL STRESS CBRMP 26792. .8931 • ·I FLRS 3556.8DEV 4 .OREQ 0 1581.lREQ TL LENGTH 23-3 0/0 23-2 o,o 61 L 4 X 4 X.438 L6360 LIVE LOAD DEV= T TAL LOAD FOR DEFL = 11040.7 PLF, L/240 LIVE LOAD DEV= 16561.1 7362.1 PLF. PLF **END PANEL DESIGN** AXIAL LOAD LEFT 94192.3 RIGHT 94192.3 K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH 6 0/.0 6 o,o 1.00 60.5 0 V 1.00 60.5 O V 4-1 1/.2 EP VP 4-1 112 EP VP **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= END REACTION= WEB NO DESCRIPTION 2 61 L 4 X 4 X.438 Vl 17 Ll-1/2Xl-1/2X.138 3 46 L 3 X 3 X.281 4 25 L 2 X 2 X.163 V2 17 Ll-1/2Xl-1/2X.138 5 31 L 2 X 2 X.232 5R 31 L 2 X 2 X.232 V3 17 Ll-1/2Xl-1/2X.138 4R 25 L 2 X 2 X.163 3R 46 L 3 X 3 X.281 V4 17 -Ll-1/2Xl-1/2X.138 2R 61 L 4 X 4 X.438 **BRIDGING REQUIREMENTS** ------------------------- Q2 K 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1. 00 2 1.00 1 1.00 2 1.00 2 -1. 00 1 1.00 2 1.00 REQ DEV KL/RAX LOAD AX LOAD 47.0 +114329.+198729. 110.6 -3074.-4822. 40.3 -73980.-82896. 78.3 + 32137.+ 37526. 110.6 -3074.-4822. 79.5 -32137.-33402. 79.5 -32137.-33402. 110.6 -3074.-4822. 78.3 + 32137.+ 37526. 40.3 -73980.-82896. 110.6 -3074.-4822. 47.0 +114329.+198729. TC RYY = 2.065, BC RYY = 2.065, WLEN/(TC RYY) = 133.202 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 41.291 16200.0 LBS. 64800.0 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 20.5X .375 17.2+ 4.8B 2.ox .138 4.2+ .o 22.8X .218 15.8+ 7.2B 13.3X .163 16.8+ .OB 2.ox .138 4.2+ .o 11.5X .188 16.8+ .OB 11.5X .188 16.8+ .OB 2.0X .138 4.2+ .O 13.3X .163 16.8+ .OB 22.8X .218 15.8+ 7.2B 2.ox .138 4.2+ .o 20.5X .375 17.2+ 4.8B •• , •. -.· ., .. --PURITAN~BENNETT' ,... ,·May l7,, 1990 · , . 94-9-43'2 -LIST 3 .. , G5 . 35DG. 0-. 23' ·1n 36G 4N 43.20K -' ' . .. . . ---~------~---~-------------~--------~----~-~------~------------~-------------**JOI$T GIRDER DESI·GN REQUIREME;NT8** SJI SPECS VULCRA;FT E~G DEPT** ----------------------JorsT _____ LEFT~iNn-iGHT-ENo _________ icTuir:-oiirr:-PorNi--~ DEPTH BS LENGTH SPACING STRUT , STRUT . INCHES· . LOADS 35 •. 00 ~3-~ 3 .. O /0 06-00 0/0 • 5 IN • 5 IN • 57 TL REQ .00 LL ------------------**L.OAD CRITERIA** ----~------------TOTAL LOAD= O. PLF, LIVE LOAi;) = 0. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL ',LOAD DEFLECTION SPECIF:J:ED AS Ll240 CONCENTRATED 43. 200 KI)? (S} TOTAL AT l?P 3 5 ·7 -~-----~----------~---** CONC;ENTRATED LOADS**· FROM LEFT END BASE LENGT,H · --------------~-------'l!OTAL LOAD LIVE LOAD 'MOMENT PROXIMITY FROM KIPS -"KIPS DISTANCE IN INCHES PP , TC 7 ~ 2 0 0 • 0 0 0 11-7 1 /. 2 • 0 0 , 5 TC 7. 2:0 0 • 0 0 0 17-7 112 • 0 0 7 LOAD SUPPORTING TO PP WEB MEMBER 5 7 I \ I i --------------------**,BASIC DIMENSIONS** -. -. --------------------LEFT ' · · RIGHT WK .LENGTH END PANEL END-PANEL 22.9167 . 4-1 1/2 4~ 1 1/2 LEFT TC RIGHT TC RIGHT' VAR DIM INTERIOR PANELS 1-6, 0 /'0 2 AT 6-0 0 / 0 END PAN.EL END PANEL A-DIM _ B-DIM 4-111~ 4~ i 11a · s~ 7 112 5~ 1 112 DEPTH DEPTH -·DEPTH LEFT CENTER RIGHT --_ . 35 0/0 35 0/.'0 35 0./.0 (ACTUAL} 32 5/8 , 32 5/8 32 ~/8 (-EFF} ----------·-------~-*TRUSS ANALYSIS** -------------------' . EFF· WEB WEB pp LOAD"'"'.LBS DEPTH MEM SLOPE· 1 .:.0 32.678 2 -. 6'8:8 2 ~-o 32. 678' VJ: • o·o.o 3 · 43200 .,,o 32.678 3 1.815 4 ~. o-. __ 3.2 .• 678 4 -.9.0.8 5 '$04:00. 0 32.678 V~· ~ 00'0 6 .·O 32.678 5 .908 + ,_ + 7 <-504.00. 0, 32. 678, 5R -.,908 · -- 8 .-0 32 .·678, -V3 . -~ 000'. 9 .o 32. 678" 4R ~908 + AXIAL LD AXIAL LD AXIAL LO ,IN WEB. TOP CHORD BOT CHORD 123706~8 101917.9 .o . ' • 0 101917.9 • o· ·a-0048. 2 .o 140539.4 4004~5-. 0 -17-0190. 6 .o .o 1701~0.6 • 0' 40045,. 0 .o 199841.8 34;·9.42 •. o 173969.1 .o .o· 17396-9. 1 .o . 34·942. 0 .o 148096.4 ·10 .-0 .ooo 3R .:..1. 815 843'5.2:. 6' 107398.1 •. 0 ,11 .o .ooo V4 .000 •. o 1073'98. 2 .o 12 .• 0 ~000 2R .688 + 130358.7 .o • 0, -...... ' :: .. -~ .. ' , • ~. '~ r ~ , . • . ., . :,,-.•·-·. ,. , ., . ,. . ... , -. . ,' t. ., ,, ~ ·-,.. . ' . • • PURITAN-BENNETT . 94-9-·432 LIST G5 **CHORD DESIGN** LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP 3 STEEL FY AXIAL STRESS 15385.4 15385.4 15385.4 15385.4 30167.9 26262.2 16212.7 16212.7 16212.7 16212.7 TC BC SEC DESCRIPTION 61 L 4 X 4 61 L 4 X 4 X.438 X.438 May 17, 1990 = 50000. AXIAL RATIO .5128 .6800 .5128 .5498 1.0056 .9899 .5794 .5404 .7166 .5404 PSI MOMENT UNI LOAD .o .o .o .o .o .o .o .o .o .o AXIAL LOAD K KL/R 173969. 1.00 34.9 199842. 1.00 91.8 BENDING BENDING STRESS RATIO .o .0000 • 0 • 0000 .o .0000 .o .0000 • 0 • 0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 I FLRS COMBINED RATIO .5128 .6800 .5128 .5498 1.0056 .9899 .5794 .5404 .7166 .5404 LENGTH 23-3 0/0 23-2 0"/0 SEC DESCRIPTION AXIAL STRESS CBRMP 3556.8DEV 4 .0REQ 0 1780.4REQ TL BC 61 L 4 X 4 X.438 30168. 1.0056 Lf360 LIVE LOAD DEV= 11040.7 PLF, L/240 LIVE LOAD DEV= 16561.1 PLF TOTAL LOAD FOR DEFL = 8289.8 PLF. **END PANEL DESIGN** AXIAL LOAD LEFT 101917.9 RIGHT 107398.2 K 1.00 1.00 KL/R FLR WEB 60.5 0 V TO END BASEL NGM NGM 4-1 1/2 EP VP B. DEPTH 6 0/0 6 o,o 60.5 0 v. 4-1 112 EP VP **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 18471.3 LBS. WEB NO 2 63 Vl 17 3 48 · 4 27 V2 17 5 33 5R 33 V3 17 4R 25 3R 54 V4 17 2R 63 DESCRIPTION L 4 X 4 X.500 Ll-1/2Xl-1/2X.138 L 3 X 3 X.313 L 2 X 2 X.188 Ll-1/2Xl-1/2X.138 L2-1Z2X2-1Z2X.197 L2-1Z2X2-1Z2X.197 Ll-1"/2Xl-1"/2X.138 L 2 x 2 x.a63 L3-l/2X3-1/2X.344 Ll-1"/2Xl-1"/2X.138 L 4 X 4 X.500 **BRIDGING REQUIREMENTS** ------------------------- END REACTION= 73885.1 LBS. REQ DEV REQ FILLET AVBL Q2 K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 1.00 47.3 +123707.+225000. 22.2X .375 17.2+ 7.7B 1 1.00 110.6 -3479.-4822. 2.0X .138 4.2+ .0 2 1.00 40.5 -80048.-91723. 21.5X .250 15.8+ 6.3B 2 1.00 78.8 + 40045.+ 42999. 14.4X .188 16.8+ .OB 1 1.00 110.6 -3479.-4822. 2.0X .138 4.2+ .O 2 1.00 62.6 -40045.-40169. 14.4X .188 16.8+ .OB 2 1.00 62.6 -34942.-40169. 12.6X .188 16.8+ .OB 1 1.00 110.6 -3479.-4822. 2.0X .138 4.2+ .O 2 1.00 78.3 + 34942.+ 37526. 14.4X-.163 16.8+ .OB 2 1.00· 34.6 -84353.-121652. 20.2X .282 16.2+ 5.6B 1 1.00 110.6 -3479.-4822. 2.0X .138 4.2+ .0 2 1.00 47.3 +130359.+225000. 23.4X .375 17.2+ 7.7B TC RYY = 2. 065, BC RYY = 2. 065, WLEN/ (TC RYY). = 133. 202 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 41.291 . -,,._, . 'l• .• • •• -PURITAN-BENNETT ... 3. ··· .. -·.·,·.··.-··, _ Ma_:Y_ · 17 ,·· J,990 . 94-9..,. 43.2 LIST :G6. . . . 35DG . 0 ' ." . 23~ '.'3,i :· 3!;>G 4N 43 .20K -·---~----------------""!"--!'.-------------------------~------------------------------!~~~!-~!..:~!~~~~-2~~!2~-~~~2~!~~~~~!~~~~-----~~!·;_~~~:~------~~:~!!_~~~-~~~!~~-- JOIST LEFT ENO RGHT END ACTUAL.DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 35.00 23.,. 3 0/0 06;_00 0/-0 .• !) IN .5 IN. .51 TL REQ .00 LL ------~-~------~-·**LOAD CRIIJ;'ERIA** -------~~~--~----TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 ';rOTL LOAD DEFLECTION SPECIFIED AS Li'240 ADDITIONAL TC AXIAL LOAO = 55.00 KIPS. CONCENTRATED 43.200 KIP($) TOTAL .AT. PP. 3 5 7 --~~----~------------**BASIC DIMENSI·ONS** ----~-------~----~--LEFT . -.RIGHT . LEFT. RIGHT WK LENGTH END" PANEL END PANEL 22. 9'1·67 . 4-1· 1/2 4-1 1/2. VAR.DIM 1-6 0/0 VAR DIM INTERIOR PANELS 1-. (> 0/0 2 AT 6-0 0/0 LEFT TC RIGHT TC · END PANEL END PANEL ·A.,.DIM B-DIM 4-i l/~ 4-1 1/2 ~-7 1/2 5-7 1/2 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 35. OJ.O 35. 0/0 35 0/.'0 .(ACTUAL) -~~-~L!_~~!_!l!~-~2 51/S (EFF) **TRUSS ANALYSIS** -~---------~----~- pp ' 1 : . 2 3 4 5 •«6 7 8 9 .LOAD-LBS .o .o 43200.0 .• o 43200.0 . . • d 43200.0 .o EFF DEPTH 32:. 678 · 32.678 32.678·-32.678 32.678 32·. 61a 32.678 32.678 32-. 678 .ooo· WEB MEM .. :2 Vl 3' 4 V2 5 SR V3 · 4R 3R 10 11 12 ..• 0 .o .o .o • 0.00 ... ooo· · V4 ;4R ' -----·------,-~---. WEB SLOPE · ·...,. 688 ' .ooo AXIAL LD IR WEB. +· 114329.4 . .o '73980~4 32137.3 • o· -.32137.3 32I37.3 . 1.815 -· --.908 + .000 .908 -.908 ~ooo .• o .+. 32137.3 73:980:. 4 .o 114329_. 5 .• 9oa. -1.815-.000 . 6-88 . + . ' **CHORD DESIGN** STEEL FY = ·50000. PSI . -~--------,.--~--,.- · t 1~g ,.L·-VAR • L VAR ''INT INT R VAR .·R VAR R--END '.R.-END ' AXIAL STRESS PANEL PP 14219.2 PAN.EL MP 14219.2 PANEL PP ,·· 14219. 2 PANEL MP -.14219.2 PAN-EL-PP ... 26791.9 PANEL MP 23199.7 PANEL ME' 14.219. 2 PANEL PP 14219.2 PAN-EL MP· '._.·1.4-219 • .2 PAN-EL .;I?P · .-.. 14219. 2, AXIAL MOMENT RATIO UNI LOAD .4740 :.· . . .o • 6285-. ..o · .4740 · .0-· • 5082 ·. · . ·. . -.· .• • 0 ... '-:':' . • 893'1 · .. ···.· c -""-· ~ Q .. , .8745 . .o .5082 . .o .4740 . .o :··. 6285 · ~--,"_'.:; ~·-:-: : • 0 ·-··.4740 ... •' .>.-.o AXIAL LD TOP CHORD . 94192. 3 94192.3 .o 153682.1 15'3682 .1 .o 153.682 .1 1536'82 .1 . • 0 94192.2 9.4192.3 ' • 0 BENDING STRESS .o .o • 0-• o .o· .o .o .o • o .o AXIAL LD BOT CHORD , •. 0 .. o 12988·6. 2 .• O· • 0-177478. 0 .o .o · 129.886 .1, -• 0 .o .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 • 00'00 COMBINED . RATIO . . ' . . . ' .4740 .6285 · • 4740 .5082 .8931 .8745 .5082 .4740 . 6285 , . .4740 .. , ' -... . '~;-... -.. ' . . ,- ,. . --. -. -. -~ ... ,. .. ~ '. . • • PURITAN-BENNETT 94-9-432 LIST G6 . SEC DESCRIPTION TC 61 L 4 X 4 BC 61 L 4 X 4 SEC DESCRIPTION BC 61 L 4 X 4 3 X.438 X.438 X.438 May 17, 1990 AXIAL LOAD K KL/R I FLRS LENGTH 153682. 1.00 34.9 3556.8DEV 4 23-3 0/0 177478. 1.00 91.8 .OREQ 0 23-2 o,o 1581.lREQ TL AXIAL STRESS CBRMP 26792. .8931 L6360 LIVE LOAD DEV= 11040.7 PLF, L/240 LIVE LOAD DEV= 16561.1 PLF T TAL LOAD·FOR DEFL = 7362.1 PLF. **END PANEL DESIGN** --------------------AXIAL LOAD K LEFT 94192.3 1.00 RIGHT 94192.3 1.00 KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH 60.5 0 V 4-1 1/2 EP VP 6 0/0 60.5 0 V 4-1 112 EP VP 6 010 **ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% AXIAL SEC FORCE TC 61 55000. -TENSION -AXIAL STRESS 8302.7 AXIAL RATIO .2081 LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP **WEB DESIGN** AXIAL FORCE 149192.3 149192.3 149192.3 149192.3 232478.0 208682.1 149192.2 149192.2 149192.3 149192.3 STEEL FY= WEB NO DESCRIPTION 2 61 L 4 X 4 X.438 Vl 17 Ll-l/2Xl-1/2X.138 3 46 L 3 X 3 X.281 4 25 L 2 X 2 X.163 V2 17 Ll-1/2Xl-1/2X.138 5 31 L 2 X 2 X.232 5R 31 L 2 X 2 X.232 V3 17 Ll-1/2Xl-1/2X.138 4R 25 L 2 X 2 X.163 3R 46 L 3 X 3 X.281 V4 17 Ll-1/2Xl-1/2X.138 2R 61 L 4 X 4 X.438 -------------------------**BRIDGING REQUIREMENTS** ------------------------- -COMPRESSION -AXIAL AXIAL BENDING STRESS 22521. 9 22521.9 22521.9 22521.9 35094.7 31502.5 22521.9 22521.9 22521.9 22521.9 RATIO STRESS .5645 .o .7484 .o .5645 .o .6052 .o .8796 .o .8928 .o .6052 .o .5645 .o .7484 .o .5645 .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .5645 .7484 .5645 .6052 .8796 .8928 .6052 .5645 .7484 .5645 50000. PSI. MIN VERT SHEAR= 16200.0 LBS. ~ 1 2 2 1 2 2 1 2 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 END REACTION= 64800.0 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 47.0 +114329.+198729. 20.5X .375 17.2+ 4.8B 110.6 -3074.-4822. 2.ox .138 4.2+ .o 40.3 -73980.-82896. 22.8X .218 15.8+ 1.2B 78.3 + 32137.+ 37526. 13.3X .163 16.8+ .OB 110.6 -3074.-4822. 2.ox .138 4.2+ .o 79.5 -32137.-33402. 11.5X .188 16.8+ .OB 79.5 -32137.-33402. 11.5X .188 16.8+ .OB 110.6 -3074.-4822. 2.0X .138 4.2+ .O 78.3 + 32137.+ 37526. 13.3X .163 16.8+ .OB 40.3 -73980.-82896. 22.8X .218 15.8+ 7.2B 110.6 -3074.-4822. 2.ox .138 4.2+ .o 47.0 +114329.+198729. 20.5X .375 17.2+ 4.8B TC RYY = 2.065, BC RYY = 2.065, WLEN/(TC RYY) = 133.202 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 41.291 J \• ,• ,• -PURITAN...:BENN·ET.T : · 94-9~ 432 LIST· 3 G7.. . ·35DG -0 ·····"· .. ' ' ,r: . •---,,,,. . . ···_. .May· 17, 1990 2.3 I 3 11 35G 4N 43.20K -~-----------~~-~------·--------~--:"'!'--~-----~--'!-r--~---------------------·--:----------- *·*JOlST· GIRDER DE8:(GN ~EQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** --~----~~~--~----------------~---·----·-------~-·-------------·~~--~-----~~---J:OIST SPACING 06;_0.0 0/0 LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH. 35.00 23-3 0/0 STRUT . STRUT . • 5 IN-· .·5 IN -----~--~--------*·*LOAD CRITERIA** . -~-~-~-~--~--~--~-TOTAL LOAD = O. -PLF, LIVE . LOAD. == 0. PLF. LIVE LOAD DEFLECTION· SPECIFIED AS t.1/360 TOTL LOAD DEFLECTION 'SPECIFIED AS Lt240 . .ADDITIONAL TC AXIAL LOAD =· 2 8 •. o O KIPt;; • CONCENTRATED 43 .200 KI:i:>{$-) TOTAL AT pp· 3 5 7 ----~----~---~-~----**BASIC DIMENSI'ONS**. ' .. ' .. --------------------. . . INCHES LOADS .51.TL REQ .00 LL . LEFT RIGHT · .... LEFT. . WK LENGTH END· PANEL END PANEL. VAR DIM 22. 9167 4-1 1/2 4-1 1/2 .. :I;~ ·6 Of.O RIGHT VAR DIM INTERIOR PANELS 1-6 0/0 2 AT 6-0 0/0 . E-~~Fi~~L ~&:gHi~~~ · A-DIM B-DIM 4~ 1 1/2 4-1 1/2. s~ 1 112 5-7 1/2 DEPTH DEPTH CENTER RIGHT ' DEPTH LEFT 35 0/.0 32' 5/8 35 0/0 35 0/.0 (ACTUAL) 32 5/8 ·3,2 ~/8 .(EFF) . . . ------------------. . **TRUSS ANALYSIS** -----~~------_, ___ _ EFF WEB pp LO~D-LBS DE·PTH MEM 1 .o 32.678 2 2 ..• 0. . 32· .• 67-8 ' Vl 3 43'200.0 32.678 3· ·4 • o· 32.678 4 5 4320·0. 0 32 .·678 V2 ·6 .o 32.678 5 7 432()0.0 32~678 5R 8 .·o ,32.678 V3 '.· _g_ ''-• 0' ·32. 678. 4R 10. -·.· .• 0 ~ ooo· 3R 11 .. o .000 V4 ; 12. .: .. 0.' .·000 -.2R _________ ..;. ________ ,. **CHORD·, DESIGN·** S.TEEL ----------------AXJLAL . \ STRESS LEND PANEL PP . 14219.2 L END PANEL MP . 14219. 2 FY WEB SLOPE -•. 688 .Odo 1 •. 815 -.•. 908 ~000 .'908 ... ·~9-08 .ooo .• 908 . -1.815 .000 .6~8 .. 50()00. AXIAL RATIO ·• 4740, · .. : .• 6'285' .. .• 474·,0. AXIA:L LD ·+ 'IN.WEB :t.14329 ~ 4 -· .:0, 73980.4 + 32.137. 3 .0 -· 3,2137. 3 '32137. 3 •. o + 32137.3· 73Q80~4 .o + .114329 .5 PSI· .MOMENT·. 'UNI LOAD . . • 0 ·.O AXIAL LD TOP CHORD "94192.3 94192.3 .o 153682.1 15368.2 .1 .o 153682.1 1536'8"2 .1 .o 94192.2 94192.3 .o .BENDING S.TRESS · . L VAR PANEL PP _ ·14.219. 2 . L i~~ t~it·-~t ~-, ½i~·§i:~: .·:, ·. : ~8lt :::~ · · .·o . 0 ,, . : () .o .o .o .o· .o· .o • 0. · · INT PANEL MP 23'199 .• 7 R VAR PANEL MP 14219.2 R VAR PANEL PP . 14219.2 · R ·ENO PANEL ·MP·· .. · 14219-.2 REND PANEL. Pl? ··.:14219.2 -~-i·~_;:;_,!-, .. ~:"-~·.·: ... ~,: .. ·,:.: -.,; ::, •• ~!-~# w ~. __ • :: .:,: •••• ~:1·' .8745 • 5082 . • 4740 ... • 62,8:5·· •. 474.0. .• ·O • o. • 0 -.. --. ·, ·-:, :.: , .o ,. 0 ' • 0 .o .o ' . . ~ ..... -. ~ , . ... . . ·~ . . . . AXIAL LD BOT CHORD • O· .Q 129886.2 .o .. -.o 17747.8. O .o • o. . 129886 .1 • o· .o .o BENDING RATIO . .0000 .0000 .0000 • 0000· • 0.000 .0000 .0000 • 0000· .0000 .0000 ,fe COMBINED RATIO .4740 . •• 6285. · · .4740 .5082 .• 8931 .8745 • 50'82 , • 47.40 . .6285 • 4 7.q,:o .. -"··. ,•_:. ·., ·, I. :~-:. ... ,-..... ~':-.:, .... .': , .. ;· ... ~;-.·-·>-~-~--; ··-,-. ,.· .... :· .. PURITAN-BENNETT 94-9-432 LIST G7 TC BC SEC DESCRIPTION 61 L 4 X 4 61 L 4 X 4 3 • May 17, 1990 X.438 X.438 AXIAL LOAD K 153682. 1.00 177478. 1.00 KL/R 34.9 91.8 SEC DESCRIPTION AXIAL STRESS CBRMP BC 61 L 4 X 4 X. 438 26792. • 8931 • I FLRS 3556.8DEV 4 .OREQ 0 1581.lREQ TL LENGTH 23-3 0/0 23-2 0/0 L/360 LIVE LOAD DEV= 11040.7 PLF, L/240 LIVE LOAD DEV= 16561.1 PLF TOTAL LOAD FOR DEFL = 7362.1 PLF. --------------------**END PANEL DESIGN** AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 94192.3 1.00 60.5 0 V 4-1 1/2 EP VP 6 0/0 RIGHT 94192.3 1.00 60.5 0 V 4-1 112 EP VP 6 O!O -----------------------------------**ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% AXIAL SEC· FORCE TC 61 28000. -TENSION -AXIAL STRESS 4226.9 AXIAL RATIO .1059 LEND PANEL PP LEND .PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL FORCE 122192.3 122192.3 122192.3 122192.3 205478.0 181682.1 122192.2 122192.2 122192.3 122192.3 **WEB DESIGN** STEEL FY= WEB NO DESCRIPTION 2 61 L 4 X 4 X.438 Vl 17 Ll-1/2Xl-1/2X.138 3 46 L 3 X 3 X.281 4 25 L 2 X 2 -X.163 V2 17 Ll-1/2Xl-1/2X.1~8 5 31 L 2 X 2 X.232 5R 31 L 2 X 2 X.232 V3 17 L1-1/2Xl-1/2X.138 4R 25 L 2 X 2 X.163 3R 46 L 3 X 3 X.281 V4 17 L1-1/2Xl-1/2X.138 2R 61 L 4 X 4 X.438 **BRIDGING REQUIREMENTS** -COMPRESSION -AXIAL AXIAL BENDING STRESS RATIO STRESS 18446.0 .4623 .o 18446.0 .6130 .o 18446.0 .4623 .o 18446.0 .4957 .o 31018.8 .7774 .o 27426.6 .7773 .o 18446.0 .4957 .o 18446.0 .4623 .o 18446.0 .6130 .o 18446.0 .4623 .o 50000. PSI. MIN VERT SHEAR= END REACTION= Q2 K 1. 00 . 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 REQ DEV KL/RAX LOAD AX LOAD 47.0 +114329.+198729. 110.6 -3074.-4822. 40.3 -73980.-82896. 78.3 + 32137.+ 37526. 110.6 -3074.-4822. 79.5 -32137.-33402. 79.5 -32137.-33402. 110.6 -3074.-4822. 78.3 + 32137.+ 37526. 40.3 -73980.-82896. 110.6 -3074.-4822. 47.0 +114329.+198729. TC RYY = 2.065, BC RYY = 2.065, WLEN/(TC RYY) = 133.202 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 41.291 BENDING COMBINED RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 16200.0 LBS. 64800.0 LBS. RATIO .4623 .6130 .4623 .4957 .7774 .7773 .4957 .4623 .6130 .4623 REQ FILLET AVBL WELD SIZE WELD SLOT 20.5X .375 17.2+ 4.8B 2.0X .138 4.2+ .O 22.8X .218 15.8+ 7.2B 13.3X .163 16.8+ .OB 2.ox .138 4.2+ .o 11.5X .188 16.8+ .OB 11.5X .188 16.8+ .oB 2.0X .138 4.2+ .O 13.3X .163 16.8+ .OB 22.8x .218 15.8+ 1.2B 2.0X .138 4.2+ .o 20.5X .375 17.2+ 4.8B ' . ' i • ,· . . . . " . • ! I. : ·.:PURITAN~BENNETT -~?1-Y 17.,. i9.90 · · : .. · ·94-9--432 LIST 3 .. Ga 35DG . d ·23r. 3 11 35G. 4N .2·1 .• 60K --------... -... ----~--~---------~~---------------.:.---... -~--------------------------*-ltJOIST GIRDER DESIGN REQUIREMENTS** , SJI_ SPECS-·, VULCRAFT ENG DEPT** --~------------~--~----Jorsm _____ r:i;T-iio~iic;iii~iNo ... ________ icTuii:~oi-F£-i?0rNT~-- DEPTH BS LENGTH 'SP~CING S,TB,UT. STRUT INCHES LOADS 35.00 23-3 ·0/0 06-00 0/0 .5· IN .5 IN .51 TL REQ .00 LL \ **LOAD CRITER:CA** · :------~--~----~--TOTAL LOAD. = ,Q. ~LF ·' LIVE LOAD = Q·. PLt. LIVE LOAD OEF.LECTION_ SPECIFIED AS L/360 TOTL LOAD DEFLECTION srECIFIED ~S L/'240 ADDITIONAL TC AXIAL LOAD= 95.09 KIPS. · CONCENTRATED 21. 6 O 6 KIPlS) TOTAL AT PP ·3 · -CONCENTRATED 21.600 KIP'S) -TOTAL AT PP 4 · CONCENTRATED 5. 000 KIP ( . ) TOTAL A'r PP . 3 1------------------~--- 7 I** CdNCENTRA~ED LOADS** FROM LEFT END :BAS~. LENGTH ---------~------~~----TOTAL LOAD LIVE LOAD· KIPS KIPS· · TC 21. 6.00· · . . .• ·000 MOMENT PROXIMITY FROM DISTANCE IN INCHES PP . . 11.:. 7 1/2 . • o.o 5 LOAD SUP-PORTING TO PP WEB. MEMBER 5 ,TC ~1-600 .000 ··11·-7 1 /2 . • 0 0 · 7 7 '-~------w~~-----~--- I **BASIC DIMENSIONS** NOTE: SP:E:CIA:1;., DIMENSIONS DEFINED-- ' . , --, . ------... -------------LEFT RIGHT LEFT .RIGHT WK LENGTH . END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 22. 9167 4-· O 0/0 4-·O 0/0 · 1-7 .1/2 J.,_ ... 7. 1/2 2 AT 6-0 0/0 · . ·. LEF-T TC RIGHT TC · END· PANEL END PANEL 4-0 0/0 4-O OfO ; .DEPTH· · DE:PTH DEPTH . ·· · LEFT CENTER RIGHT · . . . 35 0/.0 35. 0/'Q .· 35. 0/0 · (ACTUAL) 32 3/8 . 32· ';3/8 32 3/8 · (EFF) · ---------~-------~ :k*TRUSS. ANALYSIS** l:t .. : ' ' , . -· . --~------~--~~---- PP LOAD-LBS EFF WEB DEPTH· MEM . 1. . .. 0 32.427 2 ; 2 • 0 32.427 Vl i3. 26-600.0. 32.427.-., 3. ; 4 -·. ··21600.0 '. 5 . .432.Q.Q .• 0 :32 .4,27 4 3-2:.-427' V2 6 .• 0 32. 4-27 5. 7 43200·. 0 32.427 5R · 8 • 0. 32.427 V3 9 · .o 'lo · .o 3.2. 427 . ·4R • 000 3R ·· 11 . .. ·. 0 . :1.2 . , • 0 -. :.-, • O O O V 4 · ...• 000 2R AXIAL LD WEB· SLOPE· -.705 •. ooo· ., IN. WEB +.114170.6 • o· 76759.3 1. -6;63" .,. -. 90'.1 ., +· 58543~2 • oo·o .901 --.901 • oo·o .·901 + ,..:.t. 663' . 2160.0. 0 2°62:69. 4 3827'8.1 . • 0 3·8'278 .1 80303.3 • 000 · -.o + 119441.7 • 7·05 ' , :.., -: ... "; . , -· ~ . · .. . ' : ~-... ~ .. : ....... ' . .. : .. ·. - AXIAL LD. TOP CHORD 93315.1 ~331;,.l .o 176371.1 176371~1 . . • 0 167448.5 167448.5 . . . () 97623.4 97623.4 . • 0 -. :,..'. · .. ,~... . •·: · . ff AXIAL.LO BOT CHORD .o .o 132872.6 • 0 •. o 195889.7 • o ... .o 139007.3 .o • 0 • 0 ''· <"• ~· . ;..-.. .. ·.-. ' ----·~··----· ••• '·._. t :; ~:-i4 ·~~-/· _; ~ ~ .. .' • ::; • ~-='-.:-·\ .... . :,. : . . ........ • • • ~ •_...l ••• ,,. • .. • !~ : •, .. ,,., • ' H-,, .. , -, .--·,, . -~~ :-·-. ., .. -. . . . . . . . .. .-,. ',-; .. •, ,., '": I PURITAN-BENNETT 94-9-432 LIS.T G8 - **CHORD DESIGN** LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP -INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP 3 STEEL AXIAL STRESS 11140.4 11140.4 11140.4 11140.4 23386.1 21055.9 11654.7 11654.7 11654.7 11654.7 SEC DESCRIPTION • May 17, 1990 FY= 50000. PSI AXIAL RATIO .3713 .4562 .3713 .4014 .7795 .7883 .4199 .3885 .4773 .3885 MOMENT UNI LOAD .o .o .o .o .o .o .o .o .o .o • BENDING STRESS .o .o .o .o .o .o .o .o .o .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 I FLRS COMBINED RATIO .3713 .4562 .3713 .4014 .7795 .7883 .4199 .3885 .4773 .3885 TC BC 64 L 5 X 5 X.438 61 L 4 X 4 X.438 AXIAL LOAD K 176371. 1.00 195890. 1.00 KL/R 29.3 91.8 3919.6DEV 4 .0REQ 0 1731.8REQ TL LENGTH 23-3 0/.0 23-2 0/0 S·EC· DESCRIPTION AXIAL STRESS CBRMP BC 61 L 4 X 4 X.438 L/360 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 29571. .9857 12167.0 PLF, L/240 LIVE LOAD DEV= 18250.5 PLF 8063.6 PLF. **END PANEL DESIGN** --------------------AXIAL LOAD K LEFT 93315.1 1.00 RIGHT 97623.4 1.00 KL/R 46.6 46.6 FLR WEB TO END BASEL NGM NGM 0 V 4-0 0/.0 EP VP 0 V 4-0 0/0 EP VP B. DEPTH 6 0/0 ,6 0/0 **ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% TC SEC 64 AXIAL FORCE 95000. -TENSION -AXIAL STRESS 11341.5 AXIAL RATIO .2842 LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP **WEB DESIGN** AXIAL FORCE 188315.1 188315.1 188315.1 188315.1 290889.7 271371 •. 1 192623.4 192623.4 192623.4 192623.4 STEEL FY WEB NO 2 61 Vl 17 3 48 4 39 V2 22 DESCRIPTION VG 5 27 . 5R 33 V3 17 L 4 X 4 X.438 Ll-1/2Xl-l/2X.138 L 3 X 3 X.313 L2-1/2X2-1/2X.250 L 2 X 2 X.137 4 X 1 X 9 L 2 X 2 X.188 L2-1/2X2-1/.2X.197 Ll-1/2Xl-1/2X.138 AXIAL STRESS 22481.9 22481.9 22481.9 22481.9 34727.7 32397.4 22996.2 22996.2 22996.2 22996.2 = 50000. PSI. -COMPRESSION -AXIAL BENDING RATIO STRESS .5635 .o .6922 .o .5635 .o .6090 .o .8704 .o .9119 .o .6230 .o .5763 .o .7081 .o • 576.3 • O BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .5635 .6922 .5635 .6090 .8704 .9119 .6230 .5763 .7081 .5763 MIN VERT SHEAR= 17204.6 LBS. END REACTION= 68818.5 LBS. Q2 K 1.00 1 1.00 2 1.00 2 1.00 G2 1.00 REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 45.9 +114171.+198729. 20.5X .375 17.1+ 4.8B 109.7 -3527.-4897. 2.0X .138 4.2+ .0 41.1 -76759.-91433. 20.6X .250 15.8+ 6.3B 63.0 + 58543.+ 71250. 21.0X .188 16.8+ 7.lB . 51.9 -21600.-22836. 10.6X .137 15.3+ .OB 2 1.00 78.5 -26269.-27679. 9.4X .188 16.9+ 2 1.00 62.4 -38278.-40233. 13.7X .188 16.8+ 1 1.00 109.7 -3527.-4897. 2.0X .138 4.2+ . .OB .OB • o ': .. ••••• • + I ' ' .. -. .; , .. • PURITAN~BENNETT· 94 . ..,.9-432 LIS.T G8 .. ------~----~-,-- 3 **WEB DESIGN** STEEL FY= -~~-----~------' WEB .NO DESCRIPTION 4R ·27 L 2 . X 2 X. 1'88 3R.48 L 3 X 3 X~313 V4 17 Ll-1/2X1~1/2X.138 "2R'61 L 4 X 4 · X.438 . . . ' ------,.------~----~--------**BRIDG.ING REQUIREMEN.TS** --~-------------------~---- ~ay-17, .199-0· 50000 •.. PSI. MIN VERT SHEAR = . . . END REACTION = Q. K 2 1.00 2 1.00 1 1.00 2 1 .·00 . REQ DEV .KL/RAX LOAD 4X LOAD 78. 5. + 3'8278. + 429-99. 41.~ 1 ..,. 8030-3. -91433. 109.7 -3527.-4897. :45_9 +119442.+198729. . ,· -. - TC RYY = .. 2. 460, BC RYY = 2. 0'65, WLEN/ (TC 1~YY) = 111. 805 WORKING LENGTH = 2 2 • 917 FT MAXIMUM. SPACING FOR ·:BC . ~RACES = 4 '.J_ .• 2 91 ---------~·------".-~---~-~- 17204.6 LBS. R~~ 8 i!t£E~8 fvBL WELD SIZE WELD SLOT 13.7X .188 16.9+ .OB 21.6X .250 15.8+ 6.3·B 2.ox .138 4.2+ .o 21.5X .375 ;I.7.1+ 4.8B NOTE"; DOUBLE ANGLE,S REQUIRED _FOR VERTI-CAL WEBS· AND/OR W2D 'I ·;,· .1).1 4:',,.. .. ' . . ·-' \.' . ;,, ~. :--.. -~. -:J ~-~· -.·.:::. .. -. .,,_. ' • • PURITAN-BENNETT May 18, 1990 94-9-432 LIST 5 . T9 40LH1260 39' 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** DEPTH BS LENGTH 40.00 39-11 1/2 **LOAD CRITERIA** ----------------- BRIDGING SPACING 19.8 LEFT END RGHT END STANDARD STANDARD TOTAL LOAD= 1260. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/.360 TOTL LOAD DEFLECTION SPECIFIED AS Lt240 --------------------**BASIC DIMENSIONS** --------------------LEFT RIGHT LEFT RIGHT ACTUAL DEFL INCHES 1.21 TL .58 LL WK LENGTH END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 39.6250 6-6 0/0 6-6 0/0 2-8 3/4 2-8 3/4 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-8 1/2 4-8 1/2 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/.0 38 118 40 0/.0 38 118 40 0/.0 38 11 8 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 2861.3 38.185 2 -.502 + 49231.3 43991.0 .o 2 5709.4 38.185 2D -1.776 6552.2 40776.3 .o 3 5105.6 38.185 3 1.166 21596.6 .o 54836.2 4 4515.0 38.185 4 -.888 + 16999.2 67547.0 .o 5 4515.0 38.185 V2 .ooo 4515.0 67547.0 .o 6 4515.0 38.185 5 .888 10199.5 .o 75173.5 7 4515.0 38.185 6 -.888 + 3399.8 77715.7· .o 8 4515.0 38.185 V3 .ooo 4515.0 77715.7 .o 9 5105.6 38.185 6R .888 + 3399.8 .o 75173.5 10 5709.4 38.185 5R--.888 10199.5 67547.0 .o 11 2861.3 38.185 V4 .ooo 4515.0 67547.0 .o 12 .o .000 _.4R .888 + 16999.2 .o 54836.2 13 .o .000 3R -1.166 21596.6 40776.3 .o 14 .o .ooo 2DR 1.776 6552.2 43991.0 .o 15 .o .000 2R .502 + 49231.3 .o .o ----------------**CHORD DESIGN** STEEL FY = 50000. PSI ----------------AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 11416.6 .3806 -33958.8 18819.9 .6273 1.0079 LEND PANEL MP 11416.6 .6101 23854.0 5149.0 .2098 .8200 L VAR PANEL PP 10582.3 .3527 -33958.8 18819.9 .6273 .9801 L VAR PANEL MP 10582.3 .5636 12271.8 2648.9 .1044 .6680 INT PANEL PP 20168.8 .6723 -16178.8 8966.2 .2989 .9712 INT PANEL MP .. 20168.8 .8443 8089.4 1746.1 .0659 .9102 R VAR PANEL MP 10582.3 .5636 12271.8 2648.9 .1044 .6680 R VAR PANEL PP 10582.3 .3527 -33958.8 18819.9 .6273 .9801 REND PANEL MP 11416.5 .6101 23854.0 5149.0 .2098 .8200 REND PANEL PP 11416.5 .3806 -33958.8 18819.9 .6273 1.0079 " -... -~ ~--. ---·- ! ,, · PURITAN--BENNETT 94.:..9-432 -LIST T9 ---5 . '.'._ ' ._ -' ' . . . . ·-:, :... . . _., . . ., . '. · .. ~ay 18, 1990 •••• SEC TC 51 BC 42 DESCRIPTION AXIAL LOAD K' KL/R . I FLRS LENGTH 39 ..... 11 1/2 28-8 1/2 .SEC BC 42 L3-1/2X3-1/2X. 287 -777.lG. • 7·5 46. 6 L .3 X 3 X.227 75174. i.OO 144.8 DESCRIPTION AXIAL.STRESS CBRMP 22.81. 3DEV 0 999.2REQ O 13'98. 9REQ TL L . 3 -X 3. X. 227 29652. _ • 9'884 BOTTOM CHORD EXTENSION= ·0--10 1/2 . L/'360 LIVE LOAD DEV = 1369. 9 PLF; 1'/240 LIVE LOAD DEV= 2054.8 PLF TbTAL LOAD FOR DEFL = 1260.0 -P~F. . -------------~--~-----' **END PANEL DESIGN** --. ' --------------------AXIAL LOAD LEFT 43991.0 RIGHT 4'3991. 0 K 1.00 1.00 KL/R FLR .WEB. TO .END BASEL NGM NGM 7-8. 8 0 2D 4-8 1{2 B •. DEJ?TH 5 0/'0 5 0/0 78.8 0 2D 4~ 8 1/2 **WEB DESIGN** rSTEEL FY ,-·~------------ WEB NO DESCRIPTION 2 2D 3 4 V:2 5 6 V3 6R , 5R V4 ·4R · 3R · 2DR ' 2R 31 L 2 X 2 X.232 25 L 2 X 2 X.163 25 L 2 X 2 X~163 14 Ll-1/2Xl-1/2X.115 22 L 2 X 2 X.137 17 L1-1/2Xl-1/2X.138 22 L 2 X · 2 X.137 22 L 2 X 2 X.137 22 L 2 X 2 X.137 17 Ll-1/2Xl-1/2X.138 2 2 L 2 X 2 _ X. 137 14 ~1-1/2Xl-1/2X.115 ~~ t ]-I -~-I:½~~ 31 L 2 X 2 X.232 1-------------------------·**BRIDGIN~ REQUIR~MENTS** = 5 0.0 0 0 • 'PS,:t • MIN VERT SHEAR .= END REACTION= _ _ REQ -DEV . Q -K KL/R A_X LOAD AX • LOAD 2 1.00 139.1 +. 49231.+ 5245·1. 1 1.00 110.9 -6998.-7593. 2 1.00 63.7 -21597.-2~623. -2 1.00 123.2 + 16999.+ 19907. 1 1~00 ~6~2 ,4904~-7854. 2 1.00 97.3 -10200~~ 12091. 1 1.00 145.0 + 9399.+ i5877. 1 1.00 96.2 -4904.-7854. 1 1.00 145.-0 + 9399.+ 15877. 2 1.00 97.3 -1-0200.-12091. 1 1.00 96.2 -4904.-7864. -2 ·1.00 123.2 + 16999.+ 19907. -2 1 • 0 0 6 3 • 7 -21·5 97 • -2.6 6 2 3 • 1 1.00-110.9 ~ 6998.-7~93. 2 1.00 139.1 + 49231.+ 52451. TC-EYY~=--i:a;-1;-Bc-RYY-: 1. 628, _ WLEN/ (Tc RYY> = 25·8. 899 6240.9 LBS. Ri6 9 iir.lE¥aKvBL WELD SIZE WELD SLOT 17.7X .188 19.3+ .OB 2.9X .163 5.0+ .O 8.9X .163 12.4+ .OB 10.0X .115 13.2+ .OB 2.4X .137 4.9+ .O 5. OX .138 13 ~ ·2+ · • OB 4.6X .137 6.0+ .O 2.4X .137 4.9+ .O 4.6X .137 6.0+ .O 5. OX • 13•8 .13 • 2+ • OB 2.4X .137 · 4.9+ ~O 10.0X .115 ,13.2+ .OB 8.9X .163 12.4+ .OB 2.9X .163 5.0+ .O 17.7X .18~ 19.3+ .OB 'WORKING _ LENGTH. =-_ 39. 62 5-FT. --_ _ - ,BRIDGING S:PACING STANDARD ~T19.813 FT FOR 1 ROW(S) OF H-BRIDGING. 'NOTE;--ENI,-PANEL-SHORTEN·ED ';l:'O ADJUf?T FOR TOP CHORD B~NDING. ~ ~ -.. .. • ~ • ' ! ,. • ,,. ,·', . _.. . . -. . .. '~ -' .. ,-; • 1 • ..-•• • • • • • .... • • ,'' : ....... -__ ._': . ~-,_ ' . ~ ·PURITAN-BENNETT 94-9-432 LIST 5 TlO 40LH1080 • May 18, 1990 39' 3 11 ••• ** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS BRIDGING DEPTH BS LENGTH SPACING 40.00 39-3 0/0 19.5 **LOAD CRITERIA** LEFT END RGHT END STANDARD STANDARD TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Lt240 --------------------**BASIC DIMENSIONS** --------------------LEFT RIGHT LEFT RIGHT VULCRAFT ENG DEPT** ACTUAL DEFL INCHES 1.10 TL .61 LL WK LENGTH END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 38.9167 7-0 0/0 7-0 0/0 1-10 1/2 1-10 1/2 3 AT 7-2 0/0 LEFT TC RIGHT.TC END PANEL END PANEL 4-6 1/4 4-6 1/4 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/0 38 3"/8 40 0/0 38 3"/8 40 0/0 38 3"/8 ~ACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD .pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 2351.3 38.425 2 -.469 + 43985.1 39829.0 .o . •-2-4702.5 38.425 2D -1.292 5947.2 36188.2 .o 3 4286.3 38.425 3 1.708 16178.7 .o 44363.3 4 3870.0 38.425 4 -.894 + 14519.9 55190.3 .o 5 3870.0 38.425 V2 .ooo 3870.0 55190.3 .o 6 3870.0 38.425 5 .894 8712.0 .o 61686.4. 7 3870.0 38.425 6 -.894 + 2904.0 63851.8 .o 8 3870.0 38.425 V3 .ooo 3870.0 63851.8 .o 9 4286.3 38.425 6R .894 + 2904.0 .o 61686.4 10 4702.5 38.425 SR -.894 8712.0 55190.3 .o 11 2351.3 38.425 V4 .000 3870.0 55190.3 .o 12 .o .000 4R .894 + 14519.9 .o 44363.3 13 .o .000 3R -1.708 16178.7 36188.2 .o 14 .o .ooo 2DR 1.292 5947.2 39829.0 .o 15 .o .ooo 2R .469 + 43985.1 .o .o ----------------**CHORD DESIGN** . STEEL FY = 50000. PSI ----------------AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 11187.7 .3729 -26736. 6 18875.6 .6292 1.0021 LEND PANEL MP 11187.7 .6497 18799. 6 5379.2 .2191 .8689 .L VAR PANEL PP 10165.0 .3388 -26736.6 18875.6 .6292 .9680 L VAR PANEL MP 10165.0 .5903 9630.3 2755.6 .1073 .6976 INT PANEL PP 17935.6 .5979 -13867.5 9790.2 .3263 .9242 INT PANEL MP 17935.6 . --• 7601 6933.8 1984.0 .. .0730 .8331 R VAR PANEL MP 10165.0 • 5903 9630.3 2755.6 .1073 .6976 R VAR PANEL PP 10165.0 .3388 -26736.6 18875.6 .6292 .9680 . R END PANEL MP 11187.7 • 6497 . 18799.6 5379.2 .2191 .8689 REND PANEL PP 11187.7 .3729· -26736.6 18875.6 .6292 1.0021 ' . ••• : ,·. ·_ .,·--.: • •••• PURITAN-BENNETT 94-9~ 432 .LIS~ ~ 'J;lO -· . . -- May is, 1990 AXIAL LOAD K KL/R :. 63852. • 75 . 54·., 7 ~6168~. 1.00 174~6 · SEC DESCRIPTION AXIAL S.TRESS. CBRMP B.C 38 L2-1/2X2-1/2X •. 230 29100. • 9700 I FLRS . LENGTH 2008. 7DEV O . 39-;3 0 /: 0 · 94G. 6REQ O 26-8 1"/2 1135.9REQ TL BOTTOM CHORb EXTENSION= .0-83/4 L/'3'60 LIVE LOAD .DE:V = 12'73 .2 PLF, .L/24.0 LIVE LOA.D· DEV = TbTAL LOAD FOR DEFL = · 108-.0.·0 PLF. 1909.8 PLF ~-------------------~*END PAN-EL DESIGN** -------------~--~-----AXIAL. LOAD K LEFT 39829.0 1.00 .RIGHT 3 9 8 i 9 •. Q 1. 0 0 KL/R 88 .·7 88,.7 FLR WEB O 2D 0 2D TO END BASEL NQM NGM . 4-6 1/4 4,-6 114 B. DEPTH 5 010· ·5 0/0 ~----------~---**WEB.DESIGN** STE.EL FY= 500000 ~-------:i----~~--,· WEB NO DESCRIPTION· ' 2 29 L 2 X 2 X. 213 2D 27 L 2 X 2 X.188 3 18 Ll-1/2Xl-1/2X.145 . ,4 2:5 L 2 .X .. 2 :X •. 163 V2 22 L · 2 X 2 X. 137 ~ 14 Ll-1/2Xl-1/2X~115 16 22 L 2 X 2 X.137 ·v.3 22 L 2 X · 2. X.137 16R 22 L 2 X-2 X. 13-7 5R 14 Ll-1/.2Xl-1/2X.115 V4 2 2 L 2 . X 2 .X .13 7 . '4R ,2·5 L 2 ··x .2 X-.163, ;3R 18·Ll-l/2X1-1/2X~145 2DR 2.7 L 2· ·X';" 2 X.188 2R 29 L 2 X 2 X.213 ~--------~-----------~~--*.*BRIDGING R;EQ'tJIREMENTS** . Q K 2 1~·00 1 1.00 2 1 .• 00 1 ·1 •. ·00 1 1~00 ·2 1. 00 1 1.00 1 1.00 1 1.00 2 1.00 1 1 •. 00 ·1 1.00 2 1.00 1 1. o.o 2. 1 .. 00 PSI. M:IN-V-ERT SH·EAR = . . . . END REACTION = . REQ •··, DEV KL/~ ~X LOAD AX LO~D 147.5 + 43985.+ 48398. 123.4 -6351.-7026r 75. 4. -16:179 •. -16483. 145~9 + 14520~+ 18763 • 96.9 --4189.-7797. 91.2 --8712.-9947. 145.4 +, 7885.+ 15877. 96.9 4189.-7797. 145.4 + 7885~+ 15877. "97.2 -8712.-9947. 96.9 --418·9.-7797. 14'5 •. 9 + 14520.+ 18763. 75 .• 4 .... , 16179 ~ -16483. 123.4 -6351.-7026. 147.5 + 43985.+ 4'8398. 5253. 8 LBEl'. · 21015. 0 LBS.:. . REQ FILLET.AVBL WELD SIZE WELD SLOT 15.8X .188 16.2+ .OB 2.3X .18& S.3+ .O 7. 5X • 14,5 9. ·5.+ • O·B 6.0X .163 6.0+ .O 2.1x .137 4.9+ .o 5.lX .115 10.5+ .OB 3.9X .137 6.0+ .O 2.lX .137 4.9+ .O 3.9X .137 6.0+ .Q 5.lX .115 10.5+ .OB 2.lX .137 4~9+ .o 6.0X .163 6.(0+ .O 7.5X .145 9.5+ .OB 2.3X .188 5r3+ .O 15. ax . 1a·8 16 .• 2+ • o·B iic-Rii"".:--;::647:-iii,tRi.i-: 1.435, WLEN./ crr.c RYY) = 283.515 WORKING LENG.TH ·;:;;:: 3 8-. 9.17 FT · · . · · · B:R:J:DGING SPACING .STANDARD' AT 19:. 458 F'l;1 FOR 1 ROW(:S} OF H-BRIDGING. ~--------~-------~-~-~~----· NOTE': ENb PANEL:r.;SHORTENED T.O ADJUST FOR TOP CHORD BENDING. ' ' ~ ' , . ~ -' .. ' ----· ~~ -. . -... __ _,._ ., . ~ --· . --~ ... -..... . . -. ! ' •. .. 1 • • PURITAN-BENNETT. May 18, 1990 94-9-432 LIST· 5 Tll 40LH1080 39' 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** DEPTH BS LENGTH 40.00 39-11 1/2 **LOAD CRITERIA** BRIDGING SPACING 19.8 LEFT END RGHT END STANDARD STANDARD TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 **BASIC DIMENSIONS** LEFT RIGHT RIGHT ACTUAL DEFL INCHES 1.18 TL .66 LL WK LENGTH END PANEL END PANEL 39.6250 6-0 0/0 6-0 0/0 LEFT VAR DIM 3-2 3/4 VAR DIM INTERIOR PANELS 3-2 3/4 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-8 3/8 4-8 3/8 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 40 0/0 38 318 40 0/0 40 0/0 (ACTUAL) 38 318 38 318 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2446.9 38.425 2 -.549 2 4893.8 38.425 2D -2.459 3 4381.9 38.425 3 .992 4 3870.0 38.425 4 -.894 5 3870.0 38.425 V2 .ooo 6 3870.0 38.425 5 .894 7 3870.0 38.425 6 -.894 8 3870.0 38.425 V3 .ooo 9 4381.9 38.425 6R .894 10 ' 4893.8 38.425 5R -.894 11 2446.9 38.425 V4 .ooo 12 .o .000 4R .894 13 .o .000 3R -.992 14 .o .000 2DR 2.459 15 .o .000 2R .549 AXIAL LD IN WEB + 39382.3 5282.9 19963.7 + 14519.9 3870.0 8712.0 + 2904.0 3870.0 + 2904.0 8712.0, 3870.0 + 14519.9 19963.7 5282.9 + 39382.3 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL LD AXIAL LD TOP CHORD BOT CHORD 34523.0 .o 32533.0 .o .o 46708.8 57535.8 .o 57535.8 .o .o 64032.0 66197.4 .o 66197.4 .o .o 64032.0 57535.8 .o 57535.8 .o .o 46708.8 32533.0 .o 34523.0 .o .o .o AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 9697.3 .3232 -29071.3 20523.9 .6841 1.0074 LEND PANEL MP 9697.3 .5899 20314.6 5812.7 .2334 .8232 L VAR PANEL PP 9138.3 .3046 -29071.3 20523.9 .6841 .9887 L VAR PANEL MP 9138.3 .5559 10629.4 3041.4 .1178 .6737 INT PANEL PP 18594.4 .6198 -13867.5 9790.2 .3263 .9462 INT PANEL MP 18594.4 .7881 6933.8 1984.0 .0733 .8613 R VAR PANEL MP 9138.3 .5559 10629.4 3041.4 .1178 .6737 R VAR PANEL PP 9138.3 .3046 -29071.3 20523.9 .6841 .9887 REND PANEL MP 9697.3 .5899 20314.6 5812.7 .2334 .8232 -REND PANEL PP 9697.3 .3232 -29071.3 20523.9 .6841 l.0074 ,'',,_·/·· ' -. .:,~:·.··-· . PURITAN-BENNETT - (94-9..., 432 LIST T:11 -5 :May 18, 19~·0 SEC-DESCRIPTION 'AXIAL, LOAD K KL/R' TC 48 L: '3 X 3 X. 313 : , 66197. • 75 , 54. 7 I. FLRS ao 0'8 • 7DEV 0 LENGTH- '39--11 1/2 29--5 o,o-B'C 38 L2-1/2X2--1/2X.~30 :64032. 1.00 174~,6 · 9.99.2REQ O 1199.lREQ TL SEC DESCRIPTION-AXIAL STRESS CBRM,P' Be , 38 L2...,112x2..:112x.23-o ·, 3,016·9-. 1.Q"0_56 BOTTOM CHORD EXTENSION= 0-8 3/'4 .. ' L/36'0 LIVE LOAD DEV == 1.206.1,·PLF', L/240 LIVE TbTAL LOAD FOR D;EFL = 1080.0-PLF. LOAD DEV= 1809.2 PLF ~----------~~-~----~ ~*END PAN·Eii :OESIGN** -+-~~---~---.. ------~--~ : AXIAL.LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT. 34523.0 1.00 92.3 O 2D 4-8 3/S 5 0/0 RIGHT 34!;>'23. Q 1. 00 9·2. 3 0. 2D 4.-8 3,/8 5 0/0 ---------------* *WEB DESIGN*·* STEEL FY = 50QOO. PSI. MIN VERT .SHEAR = 5349. 4 LBS. --------------. -, END REACTION= 21397.5 LBS. · WEB ·NO :2 27 2D 22 , 3 22 DESCRIPTION L, 2 X ,2 X.188 L 2 · X ;2 X. 13 7 L 2 X 2 X.137 L 2 X. 2 .X.163 L 2 X 2 X.137: REQ, DEV REQ FILLET AVBL · Q. K · KL/R AX. LOAD AX LOAD -WE:LD SIZE WELD SLOT 2 ·1,.00 12·9·.4 + 39-3'82.+ 429·99 .•. 14.lX .188 15.0+ .OB 1 i.-00 104~6 -5640.~ 7051. 2.8X .137 ·4.a+ .o 2 1.00 68.8 -19964 • ..,. 20404. 9.8X .137 10.2+ .OB 1 1.00 14'5-.9 + 14520.+ 18763. 6.0X .163-· 6.0+ .O 11 .. 00 9~~9.,., ·42-01.-7197. 2.lX .137 4.9+ ~O ~ ; .. ' ·4 25 V2· 22 i5·. · 1.4 '6 22 V3 22 ·~~ f~ V4 22 ,'4R 25 3R 22· 2DR 22 2R 27 Ll..;.1/2Xl-1/2X.115 L 2: X Z, X.137 L 2 X 2 X.137 L 2 X 2 X.137 Ll-1/.2Xl-1/'2X.1:1;5 L, 2 X Z X.137 L 2. X ,2 X.163· L ~ X 2 X.137 L 2: X 2 X.137 L 2 J 2 X.188 -~---------------------~-, 2 1.-00. 97;2 '87.12 • .,., 9947 •. 5.lX .115 10-.-5+ .OB ·-1 1. 00 145. 4 + , 802-8 .+ 15877. 3. 9X .137 6. O+ .,0 1 1.00 96.9 -4201.-7797. 2.lX .137 4~9+ .O 1 1.00 145-.4 + 8028.+ 15877. 3.9X .137 6.0+ .O 2 1~00 97.Z -·8712.-9947. 5.lX .115 10.5+ .OB ,1 1 l,.00. 9,6~9 -A,201,.-77.97. ,2.lX .137 4.~-d--.0 1~00 14,5.9 + 14,52:0.+ 18763. 6.0X •. 163 6.0+ ,.0 2 1.00 68.8 -19964.-20404. 9.8X .137 10.2+ .OB 1 1.00 104.6 ..,. 5640.... 7051. 2.8X .137 4.'8+ .O 2 1~00 129.4 + 39382.+ 42999. 14.lX .188 15.0+ .OB **BRIDGING REQUIREMENTS** T.b-RYY-:--i,:6;;;;-BC-RYY-:. 1. 43·5' WLE·N/ (T.C RY;{) = WORKING LENGTH= 39.625.FT . . 288.675 BRIDGING SPACING STANDARD AT 19.813 FT FOR f~---+---------'!"·-----.:.-~-..;.--~ ~OTE'::+-END , PANEL SHOR.TENED, TO ADJU$T . FOR , 'rO:i? CHORD BENDI·NG. 1,ROW(S) OF H-BRIDGING~ ' ' ,_ . __ :_ --: .. -:.... : .. :. ,. -' . - ·" ,' f • •• '.' ,, )--• -._ , ,.· ••••• ,. ,--~ ' • 1' -.: -'.~.; "::' . ,, "?•~w , .... ~,. ,~ •••••• ,,, ., ,,,.,_, . --.. --.~.,~·,·:·:-·.' -:-:_: .. -: . , . •,":". :··· ,•:. " . .. ... -. . -__ ·; .. .. '~ ~ : '::.. . .. -,.,...:.:. -.. •, ·: .. ·-· .. ~ • • PURITAN-BENNETT May 18, 1990 94-9-432 LIST 5 T13 40LH1230 39' 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI.SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 39-11 1/2 19.8 1.19 TL .58 LL **LOAD· CRITERIA** TOTAL LOAD= 1230. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/.360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH .END PANEL END PANEL 39.6250 6-10 0/0 6-10 0/0 LEFT VAR DIM 2-4 3/4 VAR DIM INTERIOR PANELS 2-4 3/4 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-8 3/8 4-8 3/8 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 40 0/.0 38 1,8 40 0/.0 40 0/.0 (ACTUAL) 38 1/8 38 1!8 (EFF} **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2786.7 38.185 2 -.477 2 5573.4 38.185 2D -1.490 3 4990.5 38.185 3 1.328 4 4407.5 38.185 4 -.888 5 4407.5 38.185 V2 .ooo 6 4407.5 38.185 5 .888 7 4407.5 38.185 6 -.888 8 4407.5 38.185 V3 .ooo 9 4990.5 38.185 6R .888 10 5573.4 38.185 5R -.888.,, 11 2786.7 38.185 V4 .ooo 12 .o .ooo 4R .888 13 .o .000 3R -1.328 14 .o .ooo 2DR 1.490 15 .o .ooo 2R .477 ----------------**CHORD DESIGN** STEEL FY = 50000. ---------------- AXIAL LO AXIAL LO AXIAL LO IN WEB TOP CHORD BOT CHORD + 50103.9 45217.2 .o 6712.1 41477.0 .o 20039.6 .o 53530.6 + 16594.5 65938.8 .o 4407.5 65938.8 .o 9956.7 .o 73383.7 + 3318.9 75865.3 .o 4407.5 75865.3 .o + 3318.9 .o 73383.7 -9956.7 65938.8 .o 4407.5 65938.8 .o + 16594.5 .o 53530.6 20039.6 41477.0 .o 6712.1 45217.2 .o + 50103.9 .o .o PSI AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 11734.8 .3912 -33109.0 18349.0 .6116 1.0028 LEND PANEL MP 11734.8 -• 6261 23136.0 4994.0 .2043 .8304 L VAR PANEL PP .. 10764.1 .3588 -33109.0 18349.0 .6116 .9704 L VAR PANEL MP 10764.1 .5743 12105.7 2613.1 .1033 .6776 INT PANEL PP 19688.6 .• 6563 -15793.5 8752.8 .2918 .9480 INT PANEL MP 19688.6 .8242 7896.8 1704.6 .0642 -. 8884 R VAR PANEL MP 10764.1 .5743 12105.7 2613.1 .1033 .6776 R VAR PANEL PP 10764.1 .3588 -33109.0 18349.0 .6116 .9704 REND PANEL MP 11734.8 .6261 23136.0 4994.0 .2043 • 8304. REND PANEL PP 11734.8 .3912 -33109.0 18349.0 .6116 1.0028 •••• . . --. ,..,,. f' . . ' ' .. ,•. .,· _'.····· ... ··-~ .. --: __ ··.·: __ : \ · ... , PURITAN-BENNETT 94 ... 9,;,.. 432 . LIST .. 5 . .. M;ay .18, 1990 Tl'.3 . SEC DESCRIPTLON AXIAL LOAD K. KL/R TC .·5 4 _ 2 l L3-1/2X3~1/2~.287 75865. • 75 46 .• 6 I FLRS 2'28.1.:3:bEV o LENGTH 39'"-111/2 2·8-0 1"/;2 BC L 3 X 3 X.227 71~84~ 1.-00 144.8. ·9.99. 2REQ O 1365.6REQ TL DESCRIPTION AXIAL-STRESS CBRMP BC SEC 42 L 3 x· 3 · X.227 BOTTOM .CHORD EXTENSION L/3·60· LIVE LOAD DEV. =· TbTAL LOAD FOR DEFL = 28946. .9649 = ·0-10 1/'2 1369.9 PLF,· L/2f,1:0 LIVE 1230.0 PLF. . LOAD DEV= 2054.8 PLF -. ----------------------. **END PANEL DESIGN** --~-~-------~-------AXIAL LOAD LEF.T . 45217 .2 K 1.00 1.90 KL/R . FLR WEB 78. 6 O· 2D TO END BASEL NGM NGM 4-8 .. 3 /.8 · B. DEPTH. 5 0/0 5 o,o· RIGHT 45217.2 78.6 0 2D 4·-8 3/8 --------~----~ **WEB t>E:S;IGl'if** STEEL FY. =· 50000. PSI. MIN VERT SHEAR :;:: 6092. 3 LBS. ------------~--' ~ . ' WEB NO 2 : 31 21) 27 3 22 4 , 27 v2; 22 5 1·4 6 ·. 22 V3' 22 6R 22 5R 14 V4;. 22 4R 27 3R 22 2DR 27 2R 3-1 DESCRIPTION L . 2 X 2 X. 232 L 2 X 2 X.188 L 2 X 2 X.137 L 2 x 2 ·x.188 L 2 X. 2 X.137 Ll-1/2Xl-1/2X. l1:5 L 2 X 2 .X.137 L 2 X 2 X~137 L 2_ X 2 X.13~ Ll-1/2Xl-1/2X.115 L 2 X 2 X.137 t · ~ ~ . ~ ~: 1~ ~ L 2 X. · 2 -X. 18·8 L 2 x 2 x.zj2 ---~----------·------------**BRIDGING REQU;I:REMENT5*·* -~------~--~-~----------- . . . .END: REACTION = 2·4369. 4 LBS. REQ .DEV . . . REQ FILLET AVBL Q2 K KL/R AX LOAD .AX LOAD WELD SIZE WELD SLOT ,1. 11 •• o0 o0: 14'5. 0 + 501'.04. + 52451. 18. OX .188 19. 8+ • OB 1L6.8 -· 7169.-7846. 2.6X .188 5.2+ .O 2 1.00 60.2 -20040.-2~679~ ~.9X .137 12.2+ ~OB 1 1.00 146.0 + ~6594.+ 21500. 6~0X .188 6.0+ .O 1 1.00. 96 ..• 2 -4787.-. 785.4. 2.f,l:X .137 4.9+ .O 2 1.0·0. 96.9 -9957.-9982. 5.8X .115 13.2+ .OB 11.00145.0 + 9175.+ 15877. 4.5X .137 6.0+ .O 1 1.00 96.2 -4787.-7854 •. 2.4X .137 4.9+ .O 11.00 145.0 +. g175~+ 15877. 4.5X .137 6.0+ · .~ 2 ·1. o o 9 6 • 9 -9 9 5 7 • -9 9 8 2 • 5 • ax • 115 13 • 2 + • O'B 1 1.00 96~2 -4787.-7854. 2.4X .137 4.9+ .O l 1.0Q' 14€>~.0 + 16;>94.+ 215_00. _6.0X .188 ·6.0+ .O ·Z 1.00 60.2 -20040.-21679. 9.9X .137 12.2+ .OB 1 LOO 116.8.-71.69.-784:6. 2.6X .188 5.'2+ .O 2 1.00 145.0 + 50104.+ 524:51. 18.0X .188 19 •. 8+ .d,B TC. RYY :::;: . 1 .• 837 BC RYY ·= ·· 1.628· -WLEN'/ (TC ~YY) = 2·58.899 WORKING LENGTH./:,. 39. 625 ·fT · . ' . , BRIDGING SPACING ~TANDARD AT 19.813 FT FOR 1 ~OW(S) OF H-BRIDGING. --r-----~--------~-------NOTE:-END PANEL SH_ORTENED 'TO. ~DJU~T FO~ TOP CHORD BENDING • ........ ~ .. ,_ ' ' ~'; -· ' I ' , ~ • ' < _,• ·::. •,,, ' ' ··--•,'' , '' :· .. ;···,:;::· • -,;;,,,,t"• .• a" • -... ,.• :~.-· .... ::t. : : .1-.!: .. -PURITAN-BENNETT 94-9-432 LIST 5 T17 40LH2520 • May 18, 1990 36' 011 -• ** LONG SPAN JOIST DESIGN··REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 36-0 0/0 17.8 .93 TL .22 LL **LOAD CRITERIA** -----------------TOTAL LOAD= 2520. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM = 2772 •. PLF. R TCX LOADS: UNIFORM= 2772. PLF. **BASIC DIMENSIONS** LEFT RIGHT LEFT VAR DIM 1-8 0/0 RIGHT WK LENGTH END PANEL END PANEL 35.6667 5-7 0/0 5-7 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-9 1/2 3-9 1/2 DEPTH LEFT 40 0/0 37 718 DEPTH DEPTH CENTER RIGHT 40 0/0 40 0/0 (ACTUAL) 37 718 37 718 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 4567.5 37.837 2 .-.582 2 8925.0 37.837 2D -1.760 3 8872.5 37.837 3 1.892 4 9030.0 37.837 .4 -.880 5 9030.0 37.837 V2 .ooo 6 9030.0 37.837 5 .880 7 9030.0 37.837 6 -.880 8 9030.0 37.837 V3 .ooo 9 8872.5 37.837 6R .880 10 8925.0 37.837 5R -.880 11 4567.5 37.837 V4 .ooo 12 .o .000 4R .880 13 .o .000 3R -1.892 14 .o .ooo 2DR 1.760 15 .o .ooo 2R .582 + + + + -+ .,.. + VAR DIM INTERIOR PANELS 1-8 0/0 3 AT 7-2 0/0 AXIAL LD IN WEB 80250.3 10265.2 35570.4 34173.5 9030.0 20504.1 6834.7 9030.0 6834.7 20504.1 9030.0 34173.5 35570.4 10265.2 80250.3 TCX LEFT o-6 0/0 TCX RIGHT 0-10 0/0 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 69355.5 .o 64284.0 .o .o 80906.6 106562.0 -· • 0 106562.0 .o .o 121955.2 127086.2 .o 127086.2 .o .o 121955.2 106562.0 .o 106562.0 .o .o 80906.6 64284.0 .o 69355.5 .o .o .o '' ·, : ...... :. , ~ ,• . ,•, ' -,. ,,' .. . PURITAN-BENNETT 94~9-432 LIST ' .. T17 May ;I.8 ,. 1990· , .. ·. ' . ' ----------------**CijQRD DESIGN*·*· S".J:lEEL FY =· 5·0000. PSI ~----------~----AXIAL STRESS L END PANEL PP 10'469. 8 L El{D PANEL MP 104·69 .• 8 L VAR PANEL PP Q704.3 ,L VAR -PANEL MP 9704-.3 'INT PANEL PP . 19184 .• 8 INT PANEL MP 19184.8 R Vi'AR.PANEL MP 9704.3 R VAR PANEL PP 9704.3 REND PANEL MP 10469.8 R ~ND PANEL PP 10469.8 · SEC DESCRIPTION TC ;61 L 4 X 4 X.438 BC 54 L3-l/aX3-1/2X.344 AXIAL . MOMENT RATIO UNI LOAD .3490 -40553.8 •. 4459 31464. o· • 3.2,35 ... 40553. 8 · .:4,.061. 10.923 .1 , .6395 -32357.5 • 74 7 2 1.6178 • 8 .4061 10923.i • 3'235 -4055.3 •. 8 •. 4459 31464. 0 ~3490 -4~553.8 AXIAL LOAD K KL/R 127086. • 75 41.1 ,121955~.1.00 124.9 SEC 54 DESCRIPTION . AXIAL S'I1RESS . CBRMP • 925,1 BC L3-1/2X3-1/2X •. 34.4 27752. • BENDIN.G STRESS 1-1562. 3 3668.9 11562.3 '1273.7 92:25.5 1886 .• 5 1273.7 11562 •. 3 366·8. 9 .. ll.562.3 BENDING RATIO .3854 .1306 .3854 .0445 .3075 .0666 .0445 .3854 .1306 .3854 I FLRS 3 8·91 .• 6.DEV O 7~m. 7REQ 0 . 204·0. 3REQ TL COMBINED RATIO .7344 .5765 .7089 • 45'07 .9470 .8137 .4507 .7089 .5765 .7344 LENGTH 37-4 0/.0 26-:10 1"/2 BOTTOM CHORD EXTENSION.= 1.;_ 0 1/4 L63-<50 LIVE LOAD. DEV == 3'204. 3 PLF T TAL :J:,iOAD FOR .. DE·FL = 2520. O· PLF~ · t/240 LIVE LOAD DEV= 4806.5 PLF . **TCX DES!GN** . ' ' ~ --~·~----------- SEC .L.61 61 R 61. BENDING MOMENT. 4158.. DEFLC BEARING REQ S. ~~¥u~. REQ I DEV I IN. LENGTH DEPTH 61 TC BR TC · BR .115·50. ' ' , -,,, , ..... ,, . ---~----~-~----~~~--**END i?AN~L DESIGN.** . --------~-------~--- .-139 -~ 026 9.957 .050 .38~. 3.507 .119 · 9. 9.57 .083 :AXIAL LOAD K KL/R FLR WEB TO END .BASEL NGM NGM LEFT . 69355.5 1.00. 55.4 ' 0 · :20' 3-·9 1/2 RIGHT 6 93 5·5 • 5 1. O o · 5 5 ~ 4 . O ... · 2 D 3-9 .1 /2 --.:..--~~~-~---- o-6 Of.O o-6 0-10 ozo ozo o-6 0/0 B. DEPTH 5 0/.0 5 0/0 **WEB DESIGN** STEEL FY= 50000. P$I. MIN VERT SHEAR= 11235.0 LBS. ---~--~--~----END REACTION= 44940.0 LBS. 5~00 5.-00 · j,f.,;,-•. REQ DEV REQ FILLET AVBL W~B NO DESCRIPTION . ,,.. . ·Q .. K · ~L/R AX LOAD A,X LOAP WELD SIZE WELD SLOT 2· 4 6 L 3 X 3 X. 2 81 2 1. 0.0· 81. 2 + 8 O 2 5 0 • + 9 6 4 2 2 • 2 4 • 7 X • 218 19 • 1 -f' 7 • 2 B .2D 17 Ll-1/2-Xl.-1/2X.138 G2. 1.00 73~6 -;1,0996.-1596'1 .• 5.4X .138 12.9+ .OB TC 3 X l X 10 W / 1. 8 SKEW ·. · 3 ,29 L 2 X 2 X.213 2 1~00 54.5 -35570.-38125. 12.8X .188 13.3+ .OB .l¥ 2p L 2 X 2 X.163, 2 1.00, 9'2.3 + 3417·3.+. 375.26. 14.lX .163 14.8+ .OB V2 25 L 2 X .2 X.163 1 1.00 95.8· -. f):665.-96·40. 4.0X .163 4~9+ .O 5 25 L 2 X 2 X.163 2 1.00 72.5 -· ·205·04.-2·4'777. 8.5X .163 14.8+ .OB 6 17 Ll-1/2Xl-1/2X.138 2· 1 .. 00 123~6 + 17007.+ 23697. 8.3X .138 14~9+ .QB i~ f~ t1-f/2~1-f/2~:i~~ ½ l:88 1~~:~ + l~·gg~:; 2§~~~: §:~~ :i~~ 14:§t :8B 5R 25 L 2 X 2 X.163 2 1.00 72.5 -205d4.-24777. S.5X .163 14.S+ .OB ·v4 2-5' L 2 X 2 ... X.163' .. 1 1.00 95.8 -'9665.-9·640. 4.0X .163 4.9+ .O 4R 25 L 2 ·· X .· 2 X.163 2 1.00 92~3 + :34.173.+ 37.526. 14.lX .163 14.8+ .• OB 3R 2.9 L 2 X 2 x.2·1·3 2" 1.00 54.5 ·-35570.-38125. 12.8X .188 13'.3+ .OB. 2DR 17 'Ll-.l./2Xl-1/2X.13S" G2 1.00 73.6' -10996.-15961. 5.4X .138 12.9+. .OB TC 3 X·l X 10 W/ 1 .• 8 SKEW 2R .46 L 3 X 3 X.281 2 1.00 81.2 + 8·0250.+ 964.22. 24.7X .218 19.1+ 7.2B .. / . . ' .... ~ .. --· .. . . .. . ~. '. ,-_, ~ . ·-. ' "',, ··, , ..... , '' ·.; :· . ; PURITAN-BENNETT 94-9-432 LIST T17 5 • **BRIDGING REQUIREMENTS** • May 18, 1990 TC RYY = 2.065, BC RYY = 1.849, WLEN/(TC RYY) = 207.310 WORKING LENGTH= 35.667 FT BRIDGING SPACING STANDARD AT 17.833 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED DUE TO SLOPE OF WEB W3/W3R . NOTE: DOUBLE ANGLES REQUIRED FOR VERTICAL WEBS AND/OR W2D . : •. ' . . ..,: . ' • PURITAN.,..BENNET.T, .. May_ 18, 199.0 ·.94-9-43-2 · LIST 5 T,18 · 40LH126Q.. . . 39' :Ll-1/2·11 . -------~---------------~----~--~----~------------~~-~-------------------------*'* LONG SPAN JOIST J;)ESIGN' RE.QUIREMENTS** SJ.I SPEC$ VULCRAFT ENG DEPT** -----------------------------------------~----~----~--~----------------~------ 'DEPTH BS LENGTH ,4,0. 00 39-11 1/2 -------------~---**LOAD CRITERIA** BRIDGING SPACING . 19.8 LEFT END RGHT END STANDARD STAND~D 'TOTAL LOAD = 1260. PLF, L;I:VE LOAD = 600. PLF. LIVE LOAD DEFLECTION-SPECIFIED AS L/360 :f!::'_;:'~~~-~~!~~~:!~~-~P;ECIFIED AS L/240 *t CONCENTRATED LOAPS** FROM LEFT END B~SE LENGTH ACTUAL DEFL INCHES 1.11 TL .53 LL --~~-----------------~-~ · · · TQTAL LOAD LIVE LOAD MOMENT PROXIMI-TY FROM LOAD SUPPORTING KIPS : KIPS . · DISTANCE IN-INCHES . :PP TO PP WEB M;EMBER T¢ ~ 5 4 o • o o o 3 3 -11 ·3 / 4 . ; o o· . 10 J. o ;:;BisictoiiiiNsroNs;; NOTE= .SPECIAL :DIMENSIONS DEfIJ'IED---------~---~---~--... -LEFT , RIGHT LEFT RIGHT WK LENGTH END PANEL.END PANEL VAR DIM VAR DIM INTERIOR PANELS 39.6250 5-6 0/0 5-11 3/4 3..., 6 0/0 3-:-·5 3/4: 3 AT 7-2 0/0 :DEPTH LEFT :40 0/0 38 1/8 LEFT TC RIGHT TC END PANEL END PANEL 5-6 0/0 5-11 3/4 DEPTH DEPTH CENTER RIGHT 40 0/.0 40 OJ.O (ACTUAL) 38 1/8 -38 1/8 (EFF) ' . . ------------------*:*TRUSS ANALYSIS** ------------------EFF WEB WEB AXI"AL LD AXIAL LD AXIAL LD · pp LOAD-LBS ·. DEPTH-· MEM· SLOPE IN WEB TOP CHORD BOT CHORD· i1 . 38 •. 153: ..:..596 36372 .• 2 3360.0 2 + 42344 .•. 9 .o 2 5565.0 38.153 Vl .ooo 5565 .• 0 36372.2 .o 3 44.62 •. 5 38 .• 153 . 3 .908 23,971.0 .o 54115.4 ,4 4.5'15,~0 38 .15.3 4 -. 8.87 + 17.5'61. 6 ·6·7251. 5 .o ;5 4.515'. 0 38 .•.. 153 V2 .ooo .. 4515-. 0 6,725:1 •. 5 ~o '6 4515 •. d 38·: 15.3 :5. .'887 10758. 7 .o 75299.1 ,7 4-515. 0 . 3'8 .153 6 -.·8-87 · ~+ 3955<8 ·7'8258'.1 · .o 8 4515.0 .. 38 .153 V3 •. 000 451·5 .o 782-58.1 .o '9 4449.4 38 .1·53 · 6R .887 + 2847. O ·. . • 0 76128.5 10 6393 .-8 38 .153 5R -.887 -964·9. 9 6'8910.4 .o .·11 3661.9 38.153 V4 .000 ..,. 451.5. 0 68910.4 .o 112 .o • 0.00 4R .,887 + 164"52.7 .o 56603.6 1:3 .o .ooo 3R ..,._ 9·14 -22.782 .5 39785.8 .o 14 .0 • 000-V5 .000 6393.8 39-785.7 .o 1:5 .c;> .000 2R ,.'547 + 4.53·48. 8 .o .o l: ·.' ' I ,• . ' ' ~ ~' .. ,. ~ ' -~':· •;;~.:: ·~~-·_~. \\~'·: ~-: · .. -'·~'· '.:~::·::;~-~~--· ... ~\::::::.·~-:/,~·-,.,. -:"'.~.:-~~:·:. · ... r~-i--~7') _ ,/\· i..:;:-._:·.:'..·z·:_~·~:,~ ... , ·-:.~>:--:~f, ... ~:·::..):_"'·. ).:'.;., ']/ __ ,./ .. . . ·.1• ..... 1·,,':~ -·--,• ,· •• , . . : . -}:~. ".......... ·~: .. ~-,· -•: ; -~,~:t ·.r·:~, -:-. ~-"';/~·:.~ ·: .:. :.-!' , ... ,.}:~ ·.:::·~ .. -:?: ::. ·,.,, __ : .=:.: ~..:, ~:-:: ""'"\'; .. ·-,.· ... ·_:~-: .::·-~-:.--· .. ...;~_:·-: .. ·._:., .. · --~-, ,.,,·. :~~ .. ·,':: •. :-t;·,':'·~·::·-':: .. ~-.. · ,, . ' . ,· l' ) ' '~ I ). •• ,, :~·:.· i' >' ',, ',;' - PURITAN-BENNETT 94-9-432 LIST T18 • 5 **CHORD DESIGN** STEEL FY= AXIAL STRESS LEND PANEL PP 7320.2 LEND PANEL MP 7320.2 L VAR PANEL PP 7320.2 L VAR PANEL MP 7320.2· INT PANEL PP 15750.1 INT PANEL MP 15750.1 R VAR PANEL MP 8007.2 R VAR PANEL PP 8007.2 REND PANEL MP 8007.2 REND PANEL PP 8007.2 May 18, 1990 50000. -PSI AXIAL MOMENT RATIO UNI LOAD .2440 -39790.7 .4505 35705.3 .2440 -39790.7 .3250 1119.1 .5250 -16178.8 .6346 8089.4 .3546 50.7 .2669 -47160.5 .5581 42450.7 .2669 -47160.5 • BENDING BENDING STRESS RATIO 17270.3 .5757 6312.0 .2414 17270.3 .5757 197.8 .0069 7022.0 .2341 1430.0 .0507 9. 0 • 0003 20468.9 .6823 7504.4 .3013 20468.9 .6823 COMBINED RATIO .8197 .6920 .8197 .3320 .7591 .6853 .3549 .9492 .8595 .9492 SEC DESCRIPTION TC 57 L3-1/2X3-1/2X.375 BC 42 L 3 X 3 X.227 AXIAL LOAD K KL/R 78258. .75 47.0 76129. 1.00 144.8 I FLRS 2505.7DEV 0 999.2REQ 0 1407.5REQ TL LENGTH 39-11 1/.2 30-2 314 SEC DESCRIPTION AXIAL STRESS CBRMP BC 42 L 3 X 3 X.227 BOTTOM CHORD EXTENSION L/360 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 29859. .9953 = 0-10 1/2 1504.6 PLF, L/240 LIVE 1267. 7 PLF •. LOAD DEV= 2256.9 PLF **END PANEL DESIGN** AXIAL LOAD LEFT 36372.2 RIGHT 39785.7 K KL/R FLR WEB 1.00 93.2 0 V TO END BASEL NGM NGM 5-6 0/.0 B. DEPTH 5 0/.0 5 010 1.00 101.5 0 V 5-11 314 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 6356.1 LBS. WEB NO DESCRIPTION 2 27 L 2 X 2 X.188 Vl 22 L 2 X 2 X.137 3 25 L 2 X 2 X.163 4 14 Ll-1/2Xl-1/2X.115 V2 22 L 2 X 2 X.137 5 17 Ll-1/2Xl-1/2X.138 6 22 L 2 X 2 X.137 ,y3 22 L 2 X 2 X.137 -6R 22 L 2 X 2 X.137 5R 14 Ll-1/2Xl-1/2X.115 V4 22 L 2 X 2 X.137 4R 27 L 2 X 2 X.188 3R 25 L 2 X 2 X.163 V5 22 L 2 X 2 X.137 2R 29 L 2 X 2 X.213 -------------------------**BRIDGING REQUIREMENTS** ------------------------- Q 2 1 2 2 1 2 1 1 1 2 1 1 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 END REACTION= 25424.5 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 120.7 + 42345.+ 42999. 15.2X .188 17.0+ .OB 96.2 -5956.-7862. 2.9X .137 4.9+ .O 71.8 -23971.-24924. 9.9X .163 13.0+ .OB 123.2 + 17562.+ 19907. 10.3X .• 115 13.2+ .OB 96.2 -4906.-7862. 2.4X .137 4.9+ .O 97.3 -10759.-12097. 5.3X .138 13.2+ .OB 144.9 + 9577.+ 15877. 4.7X .137 6.0+ .O 96.2 -~4906.-7862. 2.4X .137 4.9+ .O 144.9 + 9577.t 15877. 4.7X .137 6.0+ .O. 96.9 -9650.-9987. 5.7X .115 13.2+ .OB 96.2 -4906.-7862. 2.4X .137 4.9+ .O 146.0 + 16453.+ 21500. 5.9X .188 6.0+ .O 71.6 -22783.-24974. 9.4X .163 13.0+ .OB 96.2 -6785.-7862. 3.3X .137 4.9+ .O 129.5 + 45349.+ 48398. 16.3X .188 17.8+ .OB TC RYY = 1.855, BC RYY = 1.628, WLEN/(TC RYY) = 256.286 WORKING LENGTH= 39.625 FT BRIDGING SPACING STANDARD AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. -------------------------NOTE: VERTICAL IN END PANEL RGHT EITHER SET OR SPECIFIED. NOTE: TC GOVERNED BY END PANEL DESIGN ••• -.'. PURITAN-;-BENNETT ... .May 18 ,. i990 ~~,' 94..,9-4.32. LIST. . .5 . . T19.. 40LHJ.:080 ~9' 3 11 ----i-.,..-.,-,..------.,..-----...:----------~--------.,..--,,:-..:-------------,.-·--;;.,.-----------------** LONG SPA,N JOIS.T DESIGN ~EQUIREMENTS~* . .SJ;J: SPECS VULCRAFT ENG DEPT** -------~--------.---.... BRioG:tNG.;. ___ i:iFT-iNo-RGHT~ENo __ ..,, ___ .., __ icTui:C:-oiFi: ______ .,.. __ _ -~~:6·~ J~-LJNg,7~ SPf~~~G 'STANDARD STANDARD · -Ir~~ISTL -------7~--------**LOAD QR~WERIA** -------~---------'rOTAI, LOAD == 1080·. PLF, L:I:VE LOAD == 600,. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LQA:D DEFLECTION SPECIFIED AS L/ 2·4 0 PLF. ;; ... CONdENTRATED-LOADS;* FROM t,E'Fq:1 -END BASE LENGTH .60 LL ----TOTAL-LOAD--LIVE-LOAD MOMENT PROXIMITY FROM LOAD SUPPORTING KIPS KIPS. . DISTANCE IN INCHES PP . · TO ·pp WEB MEMBER TC .540 · .OQO 33-7 1/2 .• Q:o. l_O 10 ------~-------------. **BASIC DIMENSIONS** NOTE.: SPEC:I:AL DIMENSIONS DEFINED--, -----~~-~---~---~---LEFT .RIGHT . LEFT . WK LENGTH END PANEL END PANEL . VAR DIM 3~. 91_67 5--6 0/0 ·. 5-7 l/2 3-6 0/0 RIGHT. ·-VAR DIM 3-1 1/2 INTERIOR PANELS 3 AT 7-2 0/0 DEPT.H LEFT 4,0 df.O 38 J;/4 LEFT TC RIGHT TC END PANEL END PANEL 5-6 0./0 5-7 .1/2 DEPTH DEPTH CENTER RIGHT 40 0/.0 4-0 0/.0 .(ACTUAL) 38. 1/4 38 1/ 4 · (EFF) . ---~------"!--~-----,--**TRUSS ANA;LYSIS** I -~--------~-------EFF WEB WEB pp LOAD-LBS DEPTH ·MEM SLOPE-· 1 . 2,8ao. o 38.309 .. 2-. -. 5,99.· · + 2 ' 4770.0 38.309 Vl .000, 3 3'825 .·0 38.309. 3 .9,12. .... 4 3870.0 . 38.309 .4. --.891· + 5 3870.0 38-.309 V2: -~ooo -6 387'0.0 · 38. 3-0.9 -5 .8.91 7 I 3870.0 .. 38.309 -6 -~891 .+ .. 8 3870.0 38. 3:09 V3 .ooo 9 3,622.5 38.309 6R .8'91 + , .. 10 :5175. 0 .38. 309· 5R ;;...891 11 2947. 5· ·38.309 .V4 .. .ooo 12 '' .o • 0.00 ·4R • 8-91 + 13 .0 .ooo 3R -i .. 022 14 ~() .000· V5 .boo -15 .o .000 2R -.585 + .. . ' AXIAL. LO AXIALLD -AXIAL LO IN·.WEB .. TOP··cHORD BOT CHORD 3-54,57 •. 1 3'0423'. 3 .o 477'0. 0 3'0423. 3 .o 19944.8 .o ·45159.0 14455.3 559·52. 2 .o ·--3870.·0 55952.2 .o 86'37. 5 .o 62401.5 28'19. 8 64.506. 9. · .o · .,3870. O 6450.6.9 .o 2998.0 ~o 62268.5 ·8.81-5. 7 55686.1 .o a.8-10. o 5S686 .• 1 .o 14633 .5, ~o 44759.9 1'8690.9 3·1685 .• 2 .o '5175.'0 31685.2 .o 36706~7 .o .o ~:,.: :•,;-T_._._,:.-·:.•, ~.,.•_.,.'"'~'•:: -0,j ·.: •• ,,'.~---;:•,._ •-~•"-, ',;r ', """"'(.. ~' •. :-"':...,.. '•.:,,:l·,,1_•,,-..,•;~-:~·.1.-..,,,:•:: •'." ,•• • .' •,-•;:_.-•-, '~ • •.• .,::_·_-:•• ,- ,, ~: .._···., -........... ,. ... , _-..... , ~,. ': ---··-.. -__ . -·-.-... ~·-.::· :~,-~.i· .. :··~-=---~-.~; ... ·:..; :: .... ··-~-... , ,,·:_· ~->< ~<--· :· _-.>·,-. _: -~7~~:--~:<,:. '· ->~:--~-.. :-.. ---· --. ·· .:_'--:·~:~.~::~:·(:;:: _, ___ . ~ ... :r~;~~~--;~:.;i, {lf{'i:/~~, .. : <· :·· .. -· ,_.: >,:;-."-: .. t); PURITAN-BENNETT 94-9-432 LIST T19 5 • May 18,. 1990 **CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP' R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 7895.5 7895.5 7895.5 7895.5 -16740.9 16740.9 8223.0 8223.0 8223.0 8223.0 SEC DESCRIPTION AXIAL MOMENT RATIO UNI LOAD .2632 -34106.3 .4911 30604.6 .2632 -34106.3 .3623 959.2 .5580 -13867.5 .7008 6933.8 .3608 -1408.3 .2741 -35372.8 .5259 32199.2 .2741 -35372.8 • BENDING BENDING COMBINED STRESS RATIO RATIO 18901.7 .6301 .8932 6606.2 .2670 .7581 18901.7 .6301 .8932 207.1 .0076 .3699 7685.4 .2562 .8142 1496.7 .0557 .7565 780.5 .0284 .3892 19603.6 .6535 .9276 6950.4 .2853 .8111 19603.6 .6535 .9276 I FLRS LENGTH TC 51 L3-l/.2X3-1/.2X.287 BC 38 L2-lt2X2-lt2X.230 AXIAL LOAD K KL/R 64507. .75 46.6 62402. 1.00 174.6 2057.7DEV 0 39-3 0/.0 946.6REQ 0 29-7 o,o · -SEC DESCRIPTION AXIAL STRESS CBRMP 1144.lREQ TL -- BC 38 L2-1/2X2-1/2X.230 29399. .9800 BOTTOM CHORD EXTENSION= 0-8 3/4 ~6~K£ tlX~ ~g~DD~~r: I6~j:~ ~ti~ L/240 LIVE LOAD DEV= 1956.4 PLF **END PANEL DESIGN** AXIAL LOAD LEFT 30423.3 RIGHT 31685.2 K 1.00 1.00 KL/R 92.6 94.7 FLR WEB TO END BASEL NGM NGM B. DEPTH **WEB DESIGN** STEEL FY= WEB NO DESCRIPTION 2 25 L 2 X 2 X.163 Vl 22 L 2 X 2 X.137 3 22 L 2 X 2 X.137 4 25 L 2 X 2 X.163 · V2 22 L 2 X 2 X.137 5 14 Ll-1/2Xl-1/2X.115 6 22 L 2 X 2 X.137 V3 22 L 2 X 2 X.137 6R 22 L 2 X 2 X.137 5R 14 Ll-1/2Xl-1/2X.115 V4 22 L 2 X 2 X.137 4R 27 L 2 X 2 X.188 3R 22 L 2 X 2 X.137 V5 22 L 2 X 2 X.137 2R 25 L 2 X 2 X.163 **BRIDGING REQUIREMENTS** ------------------------- O V 0 V 5-6 0/.0 5 0/.0 5-7 1,2 5 o,o 50000. PSI. MIN VERT SHEAR= END REACTION= Q2 K 1.00 1 1.00 2 1.00 1 1.00 1 1.00 2 1.00 1 1.00 1 1.00 1 1.00 2 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1.00 REQ DEV KL/RAX LOAD AX LOAD 120.2 + 35457.+ 37526. 96.6 -5093.-7825. 71.6 -19945.-19956. 145.7 + 14455.+ 18763. 96.6 -4193.-7825. 97.0 -8638.-9964. 145.2 + 8072.+ 15877. 96.6 -4193.-7825. 145.2 + 8072.+ 15877. 97.0 -8816.-9964. 96.6 -4193.-7825. 146.3 + 14633.+ 21500. 67.6 -18691.-20590. 96.6 -5498.-7825. 122.2 + 36707.+ 37526. 5369.8 LBS. 21479.3 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 14.6X .163 16.6+ .OB 2.5X .137 4.9+ .O 9.8X .137 10.3+ .OB 6.0X .163 6.0+ .O 2.lX .137 4.9+ .O 5.lX .115 10.5+ .OB 4.0X .137 6.0+ .O 2.lX .137 4.9+ .O 4.0X .137 6.0+ .O 5.2X .115 10.5+ .OB 2.lX .137 4.9+ .O 5.3X .188 6.0+ .O 9.2X .137 10.2+ .OB 2.7X .137 4.9+ .O 15.2X .163 16.7+ .OB TC RYY = 1.837, BC RYY = 1.435, WLEN/(TC RYY) = 254.271 WORKING LENGTH= 38.917 FT BRIDGING SPACING STANDARD AT 19.458 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: VERTICAL IN END PANEL RGHT EITHER SET OR SPECIFIED. NOTE: TC GOVERNED BY END PANEL DESIGN .'j .'•,,, ...... . . . ~ ... " •,,, ..... '' • .. '' -PURITAN-BENNETT 94-9~ 432 LIST 5 T20 . 40LH108.0 39,1 .3,11 . . May 1a,-1990 --~-----~------~---------~---------~--~---~----~-~--~-------------------------*~ )LONG SPAN. JO:EST DE)S,IGN RE)QUIREM~NTS-**'. . SJI SPE;CS . VULCRAFT ENG DEPT** -~--:-----·-:----------~-~,~-:--·-~-~~~.:.,---~,~-:-~~-~~-~~...:.~~~--:--~------·----------------------BRIDGING. LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING S.TANDARD .STANDARD INCHES 4 0. 0 O ·3 9-·3 O / O, 19 • 5 1. 08 TL .60 LL ~----------~-----**LOAD CRITERIA** ------------·--TOTAL· LOAD = 108 O. PLF, LIVE LOAD = 60 O. PLF •. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TQTL LOAD DEFLECTioN SP~CIFIED AS .L,240· -~-~------------------fROM LEFT ENP BASE LENGTH MOMENT. PROXIMITY DISTANCE IN' 'INCHES · .3:3·-7 1/2 .• .• 00 FROM .PP 10: LOAD TO.PP 10 SUPPOR'I'ING WEB MEMBE)R TC -+-~------~-~---:·~----~-' .. **BAS,IC DIMENSIONS** NOTE: SPECIAL D~MENSIONS DEFINED---!'--------------~---LEFT RIGHT LEFT RIGHT WK LENG'rH END PANEL END PANEL 38·. ~1.67 5-,6: 010· !5-7_ ·112 . VAR DIM VAR.DIM INTERIOR PANELS 3-6 OI_O_ 3-: 1 1./2 ~ AT 7-2 0/0 LEFT TC. RIGHT TC END PANEL. END PANEL 5-6 0/0 5-7 1/2 DEPTH LEFT . gi~~~R i¥aft¥ . . 40 0/.0 38 114 40 0{0 40, 0l0 (ACTUAL) 38 l/4 ·· ··.38 1/4 (.EFF) ~------------------ ~----~------+----~ :WEB E·F,F · WEB pp LOAD-LBS DEPTH. :MEM SLOPE .... ·1 28·80. 0 38 •. 309 2 -.599 2 4770 •. 0 38. 30'9 Vl .ooo '3 3825.0 38. 3-09 3 .912 ,4 3870.0 38-.309' 4 ,r.-.·891 5 3870.0 38.309-V2 .. .o.oo ,6 3870.0 38. 3-09 5 • 891 ,7 3870.0 . 38. 3·09 6 . -. 89·1 8 3870.0 38. 3·0'9 V3 .ooo 9 3622.5 38.309 6R .891 10 4995.0 38.309: -5R -.891 11 2947 .5· 38.309 V4· .000 .1·2 .o • 000, 4R .891 13. .o .000 3R -'.J,.022 14 .Q . :o:Oo V5 .ooo 1,5 .. 0 . oo·o 2R .585 · AX'IAL, LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 35408.0 30.381.1 .o 4770. O 3038·1 .1 .o 199'07. 3 .o 45089.2 + 14417~3 55854.0 .o 3·870 .o 55854.0, .o -859:9 .-6 .o 62275.0 + 218·1. 8· . 64352.1 .o -· .38.70. 0 (54352.1 .o + ·3035. 9 .. o 62085.3 8=a53. 1 55474.6 .o 3'870. 0 ·55474. 6 • 0 . + _l-4,671. 4 • 0 44520.0 -18726 .• 2 3142,0. 6 .. ..o ,..,. 4·9,95. 0 314,20.6 .o + ·36400.1 .,o . .0 ','._ - ' L • • -,., . "-.-~ .. -. ~ .. . . '. .. '. ' . . . . .... ,. ··- ~ . ':, .. <' • ' • M~ • . : } . . · .. · .. ··.··. ;i ~t~;(&$~Y:;~, ' ..••• ·.· :·. ! " ' :. ; •. ···· . • • PURITAN-BENNETT 94-9-432 LIST 5 T20 ----------------**CHORD DESIGN** STEEL FY ----------------AXIAL STRESS LEND PANEL PP 7884.5 LEND PANEL MP 7884.5 L VAR PANEL PP 7884.5 L VAR PANEL MP 7884.5 INT PANEL PP 16700.7 INT PANEL MP 16700.7 R VAR PANEL MP 8154.3 R VAR PANEL PP 8154.3 REND PANEL MP 8154.3 REND PANEL PP 8154.3 SEC DESCRIPTION TC BC 51 L3-1/2X3-1/2X.287 38 L2-112X2-112X.230 May 18, 1990 = 50000. PSI AXIAL MOMENT RATIO UNI LOAD .2628 -34106.3 .4904 30604.6 .2628 -34106.3 .3618 · · 959. 2 .5567 -13867.5 .6991 6933.8 .3578 -1408.3 .2718 -35372.8 .5215 32199.2 .2718 -35372.8 AXIAL LOAD K KL/R 64352 •• 75 46.6 62275. 1.00-174.6 BENDING BENDING STRESS RATIO 18901.7 .6301 6606.2 .2669 18901.7 .6301 207.1 .0076 7685.4 .2562 1496.7 .0557 780.5 .0284 19603.6 .6535 6950.4 .2848 19603.6 .6535 I FLRS 2057.7DEV 0 946.6REQ 0 1141.4REQ TL COMBINED RATIO .8929 .7574 .8929 .3694 .8129 .7548 .3862 .9253 .8063 .9253 LENGTH 39-3 0/0 29-7 o,o SEC BESCRIPTION AXIAL STRESS CBRMP BC 38 L2-1/2X2-1/2X.230 29328. .9776 BOTTOM CHORD EXTENSION= 0-8 3/4 · L/360 LIVE LOAD DEV= 1304.3 PLF, L/240 LIVE LOAD DEV= TbTAL LOAD FOR DEFL.= 1085.2 PLF. 1956.4 PLF **END PANEL DESIGN** AXIAL LOAD LEFT 30381.1 RIGHT 31420.6 K 1.00 1.00 KL/R FLR WEB 92.6 O V TO END BASEL NGM NGM B. DEPTH 5-6 0/0 5 0/0 94.7 O V 5-7 1,2 5 o,o **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 5331.1 LBS. --------------END REACTION= 21324.5 LBS. WEB NO DESCRIPTION 2 25 L 2 X 2 X.163 Vl 22 L 2 X 2 X.137 3 22 L 2 X 2 X.137 4 25 L 2 X 2 X.163 V2 22 L 2 X 2 X.137 5 14 Ll-1/2Xl-1/2X.115 6 22 L 2 X 2 X.137 V3 22 L 2 X 2 X.137 6R 22 L 2 X 2 X.137 5R 14 Ll-1/2Xl-l/2X.115 V4 22 L 2 X 2 X.137 4R 27 L 2 X 2 X.188 3R 22 L 2 X 2 X.137 V5 22 L 2 X 2 X.137 2R 25 L 2 X 2 X.163 -------------------------**BRIDGING REQUIREMENTS** ------------------------- ~ 1 2 1 1 2 1 1 1 2 1 1 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 120.2 + 35408.+ 37526. 14.6X .163 16.6+ .OB 96.6 -5092.-7825. 2.5X .137 4.9+ .O 71.6 -19907.-19956. 9.8X .137 10.3+ .OB 145.7 + 14417.+ 18763. 6.0X .163 6.0+ .O 96.6 -4192.-7825. 2.lX .137 4.9+ .O 97.0 -8600.-9964. 5.0X .115 10.5+ .OB 145.2 + 8014.+ 15877. 3.9X .137 6.0+ .O 96.6 -4192.-7825. 2.lX .137 4.9+ .O 145.2 + 8014.+ 15877. 3.9X .137 6.0+ .O 97.0 -8854.-9964. 5.2X .115 10.5+ .OB 96.6 -4192.-7825. 2.lX .137 4.9+ .O 146.3 + 14671.+ 21500. 5.3X .188 6.0+ .O 67.6 -18726.-20590. 9.2X .137 10.2+ .OB 96.6 -5317.-7825. 2.6X .137 4.9+ .O 122.2 + 36400.+ 37526. 15.0X .163 16.7+ .OB TC RYY = 1.837, BC RYY = 1.435, WLEN/(TC RYY) = 254.271 WORKING LENGTH= 38.917 FT BRIDGING SPACING STANDARD AT 19.458 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: VERTICAL IN END PANEL RGHT EITHER SET OR SPECIFIED. NOTE: TC GOVERNED BY END PANEL DESIGN . · .. : :_' ·-: _ ·,·~ __ ·. ,<:_·'._:: • • ; • ~' .J ~ . ' . ' ' ... PURITAN-BENNETT May_: is-~· 1·990 94-9~.432. LIST ··5 T21 · -. ·-. 4QLH1080 . . 3.9' _·11-1/2 11 ~--------...:------~---~------------"'"'!-~-------,--------~--..;.~---:--.~--·-9"!'--------------~---- * * ;LONG SP.AN JOIS.T _DE;S:J:GN R])QU-IREMENT$*·* __ sjl: SPE;CS VULCRAFT ENG DEPT** -------------------~BiioGrNG~---LEri-iNo-RGiiT-ifto~--.,.-~---icTuiL-oiFL ... -------- DEPTH BS LENGTH. SPACING STANDARD STANDARD INCHES 40.00 39-1:t 1/2 19.8 . . . . . . -. 1.07 TL .59 LL ' . -----------------· *~LOAD -CRITERIA** --~-~-~.,.~-~--~---T07'AL LOAD = 1·0.8-0. PLF, LIVE LO~b, = 600 •. P~F,. LI\TE LOAD DEFLECTION SPECIFIED AS .L/360 . - TOTL LOAD OEFLECTIQN SPECIFIED AS L/,240 . · ~-~~-----~----------~-**: CONCENT-RATED LOADS-~* --~---------~-----~-~-.. F_ROM LEFT END BASE' LENGTlJ TOTAL LOAD LIVE LOAD . KIPS . KIPS , TCi .360 .• 000 MOMENT PROXIMITY . FROM DISTANCE IN 'INCH-ES' . PP 3~-11 3] 4 . • 00. 10 LOAD SUPPORTING TO PP WEB MEMBER . 10 --~~~-~-~~----------**BASI.C. PIMENSIONS** 'NOTE:. $PECIA;L D].:MENSIONS.DEFINED----:-------~--~---~-----LEFT _ RIGHT . WK LENGTH END PANEL END P.ANEL ,39. 6250 __ 5.:. '6. 0/0_ 5-11 3/4 LEF-T VAR .DIM. 3-'.~ 0/0 RIGHT VAR DIM 3 ... 5 ~/4 INTERIOR PANELS 3 .AT 7-_2 0/0 LEFT.TC RIGHT TC END PANEL END.PANEL 5-(? -0/-0 5-11 -3/.4. DEPTH: :G:EFT - 4,0 0/0 3,8 lt4 DE'PTH . DEPTH CENTER RIGHT 40 ·01.p 40 0/.0 (ACTUAL) 38 lY,-4 · 38 11, 4 . (EFF) : ------------~~----- **TRUSS ANALYSIS** ------------------I '' ,, l EFF WEB. WEB ppj· LOAD-LBS DEPTH -MEM ·SLOPE· 1i 28$0.0 38.292 : 2 -.,5.98 2· 4770.0 '28.292 Vl .000· ,3 3825.0 3·8. 292 3 • 91'2 '4 3870.0 38. 292· 4 : -.:8'9'1 5 3870~0 3'8. 292 V2 .000 .6 3870. 0 38.292 5 .891 7. 3870 .• 0 . 3'8 .• 292 . ·6 . .· .,.,.. •. -a9,1 8· 3870~0 38.292 V3 : .000 9 3813.8 38.292 6R .891, 10 5377~5 38.292. 5R -. aQ.1 11 3138 .• a-38.292 V4 .ooo 12 . o. .ooo 4R .891 13 .o .000 3R ; -~917 14 .o .ooo V5 .ooo 1$ ~o .000 2R .549 .. ... . . ';. ,,, ·, AXIAL Lb :IN WEB + 36168.8 4770.·0 -20483. 2· + 14999 .·5 tl870. 0 9180.3 • -t; '3361.1.~· . 3$7-0. 0 + 2~458. 0 -· ·8.277.2 --1ig_~~ :2 .. + -195·11. 5 5:377. 5. +:.· -_ 3a519. 2 •I. -. .. .... .: ...... ,, . '"' ' ... :...--' -ri< ' ... '~ • ( '-_-,: ~-~-' .. ' .. '. ' . . ~ ', , ,, .. ' ::, -;: ' ,' . ~ . " '., •. ,. ~ ,, '·,:.:. :~--: ~ ',:. "' AXIAL LD AXIAL LI:> TOP CHORD BOT CHORD 31037.5 .o- 31037.5 .o .o 46174.0 · 5737·5. 7 ;:., .o 57375.7' .o .o 64231.6 66741.7 • O· 6'6741 .• 7 .o .o 64906.1 58724.6 .o 5'872-4 .• 6 .o • 0 48197.4 l~ll~:l .o .o ·• 0. .o .. ,. ... ... ,• ~ ... • .PURITAN-BENNETT 94-9--432 LIST T21 **CHORD DESIGN** LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT.PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP 5 STEEL FY AXIAL STRESS 7414.5 7414.5 7414.5 7414.5 15943.8 15943.8 8078.7 8078.7 8078.7 8078.7 SEC DESCRIPTION TC BC 52 L3-l/.2X3-l/.2X.313 39 L2-112X2-112X.250 May 18, 1990 = 50000. PSI AXIAL MOMENT RATIO UNI LOAD .2471 -34106.3 .4562 30604.6 .2471 -34106.3 .3320 959.2 .5315 -13867.5 .6491 6933.8 .3608 43.5 .2693 -40423.2 .5605 36386.3 .2693 -40423.2 AXIAL LOAD K KL/R 66742. • 75 46. 7 64906. 1.00 175.0 SEC DESCRIPTION AXIAL STRESS CBRMP BC 39 L2-1/2X2-1/2X. 250 28102. • 9367 BOTTOM CHORD EXTENSION= 0-8 3/4 ··•- BENDING STRESS 17451.1 6181.1 17451.1 193.7 7095.5 1400.4 8.8 20683.3 7348.9 20683.3 BENDING RATIO .5817 .2396 .5817 .0069 .2365 .0503 .0003 .6894 .2987 .6894 I FLRS 2228.2DEV 0 999.2REQ O 1204.8REQ TL COMBINED RATIO .8289 .6958 .8289 .3389 .7680 .6994 .3611 .9587 .8592 .9587 LENGTH 39-11 1/.2 29-11 114 L/360 LIVE LOAD DEV= 1337.9 PLF, L/240 LIVE LOAD DEV= TbTAL LOAD FOR DEFL = 1085.1 PLF. 2006.9 PLF **END PANEL DESIGN** AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH LEFT 31037.5 1.00 92.8 .o V 5-6 0/.0 5 0/.0 RIGHT 33818.1 1.00 101.1 0 V 5-11 314 5 010 --------------**WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 5426.2 LBS. --------------END REACTION= 21704.7 LBS. -REQ DEV · REQ FILLET AVBL WEB NO DESCRIPTION Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 25 L 2 X 2 X.163 2 1.00 120.1 + 36169.+ 37526. 14.9X .163 16.5+ .OB V1 22 L 2 X 2 X.137 1 1.00 96.5 -5104.-7829. 2.5X .137 4.9+ .o 3 25 L 2 X 2 X.163 2 1.00 71.9 -20483.-24898. 8.5X .163 10.2+ .OB 4 27 L 2 X 2 X.188 1 1.00 146.2 + 14999.+ 21500. 5.4X .188 6.0+ .o V2 22 L 2 X 2 X.137 1 1.00 96.5 -4204.-7829. 2.1x .137 4.9+ .o 5 14 Ll-1/2Xl-l/2X.115 2 1.00 97.0 -9180.-9966. 5.4X .115 10.4+ .OB 6 22 L 2 X 2 X.137 1 1.00 145.1 + 8159.+ 15877. 4.0X .137 6.0+ .o V3 22 L 2 X 2 X.137 1 1.00 96.5 -4204.-7829. 2.1x .137 4.9+ .o GR 22 L 2 X 2 X.137 1 1.00 145.1 + 8159.+ 15877. 4.0X .137 .6.0+ .o 5R 14 Ll-1/2Xl-1/2X.115 2 1.00 97.0 -8277.-9966. 4.8X .115 10.4+ .OB V4 22 L 2 X 2 X.137 1 1.00 96.5 -4204.-7829. 2.lX .137 4.9+ .o 4R 25 L 2 X 2 X.163 1 1.00 145.7 + 14096.+ 18763. 5.8X .163 6.0+ .o 3R 22 L 2 X 2 X.137 2 1.00 71.4 -19512.-19995. 9.6X .137 10.2+ .OB vs 22 L 2 X 2 X.137 1 1.00 96.5 -5711.-7829. 2.8X .137 4.9+ .o 2R 27 L 2 X 2 X.188 2 1.00 128.9 + 38579.+ 42999. 13.9X .188 16.8+ .OB -------------------------**BRIDGING REQUIREMENTS** -------------------------TC RYY = 1.842, BC RYY = 1.440, WLEN/(TC RYY) = 258.129 WORKING LENGTH= 39.625 FT BRIDGING SPACING STANDARD AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: VERTICAL IN END PANEL RGHT EITHER SET OR SPECIFIED. NOTE: TC GOVERNED BY END PANEL DESIGN • •• PURITAN-BENNETT 94-9-432 LIST 6 May 21, 1990 T22 40LH1080 39' 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** DEPTH BS LENGTH 40.00 39-11 1/2 **LOAD CRITERIA** BRIDGING SPACING 19.8 LEFT END RGHT END STANDARD STANDARD TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH ACTUAL DEFL INCHES 1.07 TL .59 LL TC TOTAL LOAD KIPS .540 LIVE LOAD KIPS .000 MOMENT DISTANCE 33-11 3/4 PROXIMITY IN INCHES .oo FROM pp 10 LOAD SUPPORTING TO PP WEB MEMBER 10 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 39.6250 5-6 0/0 5-11 3/4 LEFT TC RIGHT TC END PANEL END PANEL 5-6 0/0 5-11 3/4 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/.0 38 114 40 0/.0 38 114 40 0/.0 38 114 ~ACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2880.0 38.292 2 -.598 2 4770.0 38.292 Vl .ooo 3 3825.0 38.292 3 .912 4 3870.0 38.292 4 -.891 5 3870.0 38.292 V2 .ooo 6 3870.0 38.292 5 .891 7 3870.0 38.292 6 -.891 8 3870.0 38.292 V3 · .ooo 9 3813.8 38.292 6R .891 10 5557.5 38.292 5R -.891 11 3138.8 38.292 V4 .ooo 12 .o .000 4R .891 13 .o .000 3R -. 917 14 .o .000 V5 .ooo 15 .o .000 2R .549 RIGHT LEFT VAR DIM 3-6 0/0 VAR DIM INTERIOR PANELS 3-5 3/4 3 AT 7-2 0/0 · AXIAL LD AXIAL LD AXIAL LD IN WEB TOP.CHORD BOT CHORD + 36220.3 31081.7 .o 4770.0 31081.7 .o 20522.4 .o 46247.1 + 15039.2 57478.5 .o 3870.0 57478.5 .o 9220.0 .o 64364.0 + 3400.8 66903.8 .o 3870.0 66903.8 .o + 2418.3 .o 65097.8 8237.5 58946.0 .o 3870.0 58946.0 .o + 14056.6 .o 48448.4 19472.5 34097.9 .o 5557.5 34097.9 .o + 38898.4 .o .o PURITA;N --.BENNETT _94.,.9-432 LIST T22 · J --------r----,-• **CHORD PESIGN*·* LEND PANEL PP L END PAN·EL · MP L:VAR 'PANEL PP L VAR PANEL MP I INT PANEL pp I INT' PANEL MP R·VAR PANEL. MP R VAR PANEL PP REND PANEL. MP R END .PANEL J;>P .•. ' . . ' . .. ' 6 May 21, 19_9·0 . STEEL-WY~ 50000. 'AXIAL AXIAL .STRESS RATIO 7425;0 .2475 7425.0 ~4568 7425.0 .2475 7425.0 .3325 15962.5. .5328 15982.5 .6507 8145.6 .3637 8145. 6 • 2715 8145,. 6 • 5652 8-145. 6 • 2715. PSI MOMENT UNI.LOAD . -·34.10.6-.3 3.0604. 6 -34.106'.3·' . :959. 2 -13867. 5. 6933.8 43 .• 5 -·40423. 2 3·6386 .• :3 -40423. 2. SEC DESCRIPTION .. AXIAL LOAD K · . ·. KL/R TC 52 L3-lf.2X3-1/.2X.313 Be... 3.9 . :r;i2-a,2x2·-112x. 2:5.0 · ' / - 66904~ .75 46.7 ·, 6,?098. ,1:.-00 :;,[75 .• 0 .. SEC 3·9 DESCRIPTION -AXIAL. STRESS · L2·-1/2X2-iF2X.250 . . : 28170.· . CBRMP ~ ~)'3:90 ~c ···:· . . ' ,. . -' BENDING, STRESS 17451.1 6181.1 17451.1 193.7 709'5-. 5 1400.4 8.8 20683 .• 3 7348.9 20683.3 BENDING RATIO .5817 .2396 .5817 .0069 .2365 .0503 .0003 .6894 .2992 .6894 I' 2228.2DEV ·999~2REQ 1207.7REQ FLRS 0 0 TL COMBINED· RATIO • 82.92 ~6965 .8292 .3393 • 7t59:3 .7010 .3640 .9610 .8643 .9610 LE.NGTH . 39~11 1/.2 29-11 1/4· BOTTOM CHORD EXTENSION = o...; .a 3/4 L/3·6.·o LIVE. LOAD 'DEV =:= · 13.37 •. 9 PLF., T.bTAL LOAD· FOR DEF1' ;::: 10 ij 7. 8 PLF. L/ 2 4.0 LIVE LOAD DEV 2006.9 PLF ~-~--~-~---~--~.----~· **END PANEL D~SIGN·** -------------------,------AXIAL LOAD LEFT 31081.7 K 1.00 1 .• 00. K,L/R FLR 92 •. 8 o WEB V V TO ENt) BASEL NGM NGM 5-6 0/.0 B. DEPTH 5 .0/.0 · 5 o,o . RIGHT 3 4 0.97 • 9 1.01.1. 0 : 5-:l,1 314 -~-----~-~------ *~WEB DESIGN** STEEL FY = ,5oQ·Q·o. PSI •. MIN. VERT SHEAR = . 5464. 6 LBS. . ------------------ WEB NO DESCRIPTION Q2 2 25 L 2 X 2 X.163 Vl 22 L 2 X 2 X.137 1 3 25 L 2 X 2 X.163 2 4 2 T L 2· X 2 X. 18 8 1 V2 22 L 2 X 2 X.137 ·1 5 14 Ll-1/2Xl-1/2X.115 2 6 2 2 L 2 X 2 X. 137 1 V3 22 L 2 X 2 X.137 :,*-· 1 6R 22 L ·2 .X 2 X.137~ · 1 5R 14 Ll-...,.1/'2Xl-1/2X.115. 2 V4 22 · L-2 X. 2 X.11:37 1 4R 25 L 2: X 2. x.16a 1 '3R 22 L. 2 X 2 X •. 137· 2 v5·22. L 2 X. 2 X.137 1 2R '?, 7 L 2 . X 2 . X •. :J.8·8 2. -~-----------------------**BRIDGING REQULREMENTS*·* END R,EACTI.ON = 21858. 3 LBS •. . . . REQ · DEV REQ FILLET AVBL . K KL/E, AX ;LOAD AX LOAD WELD SIZ~ WELD SLOT 1.-00 120.1 + 36220.+ 37526. 15.0X .163 16.5+ ~OB 1.00 96.5 -5105.-7B29. 2.5X .137 -4.9+ .Q· 1.00 · 71 •. 9 -2·0·52-2.-24898. 8.5X .163 10.2+ .O·B i:88 .1 i~:~ ~.:1 ~~51:~ 2 ~~-~8:' ~:1~ :i~~ ·t:8t. :8. 1.00 97.U -92~0.~ 99664 5.4X .115 10.4+ .OB 1.00 14,5.1 + 8217.+ 15'877. 4.0X .137 6.0+ .O 1.00 96.s -4205.-7829. 2.1x .137 4.9+ o 1.00. 145.1+· 8217.+ 15877. 4.0X .137· 6.·0+ .::o 1-.-00 97.'0 -823'.7.-9966. 4.8X .115 10.4+ .• OB l: gg J:.~:~·: ~-:;: ii:gg~-::;: 1~,.~~§: ~: !~ :J:~~ i:: 6! :. 8 . 1 ... 0b 71.4, ,.;.. 1-94'7'.2 .• -'19995. 9.6X .137 10.2+ .• OB 1 .• 00 ·96 .•. 5 -5·89,'2 • .;.. 782-9. 2.9X .137 4, .• 9+ .O ·l~OO 128~9 + 3&a98~+ 42999. 14.0X .188 16~~+ .OB TC-RY;-;--i:a;2~-BC-RYY-: 1.440, wLEN/(Tc RYY:> .. = 258 .• 129 · :~¥~a~gGL~~i~¥N~. s~fuqgl~DFIT 19 .8'13 F'I1 _FOR I ROW('$) _OF H-BRIDGING. NOTE: . :VERTICAL . IN END PANEL . RGHT .EITHER SET OR SI::E:CIFIED • . NOTE.: . TG' G.OVERNED BY END PANEL DESIGN ·. . "' -. -' ~ ~ ·, . ' . . " .-:-) -~ :~-; .. · :·c:·-· . · .. · .·,,; .. ' .. ,.: :·<< ··,~.-. .:-.-:·' ··::_ ·.· .. · .. : ... \. :, .:·· :;:5:_:~~f~·:-:· :)ttl~j~' 1-c;r_i,::!f::: ·:·.>_·:·_ T-:>"', ' '. ., ~ .... ~ . ~ ": . ~· : .: . -· . ! .. ~ ... ~·:,.'.: ., .. : ,'.:. ·_ ~ .. ~ ·:. ··,:.· .. .... -.... ~.-··.-:.. _-;::·:.:: ::·_: ,: .· ~--:: ... · ~ .. ,; -~. '. . . . _,~ ,,;:. ~~ :~ t : '< ' .. -,: ·--~ i • . . ..o,;·:: .·' :~':'..·:·· : __ ·:~,::;_: ~ , ... -···: :'·' . ~ ·.·-· :.'.'"..::,:::-:::'·:·::-~"::~;;:-::;;::'~:'.:.;::~:;~~'.'.~:~:··;~::~~.\~. •• •• PURITAN-BENNETT May 21, 1990 94-9-432 LIST 6 T23 40LH1080 39' 11-3/411 ------------------------------------------------------------------------------** LONG SPAN;JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** DEPTH BS LENGTH 40.00 39-11 3/4 BRIDGING SPACING 19.8 LEFT END RGHT END STANDARD STANDARD ACTUAL DEFL INCHES 1.07 TL .59 LL **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH TC TOTAL LOAD KIPS .360 LIVE LOAD KIPS .000 **TCX/CANT LOAD CRITERIA** MOMENT DISTANCE 33-11 3/4 R TCX LOADS: UNIFORM= 1188. PLF. -------------------- PROXIMITY IN INCHES .oo FROM pp 10 LOAD TO PP 10 SUPPORTING WEB MEMBER **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 39.6458 5-6 0/0 6-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-6 0/0 6-0 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/0 38 1/4 40 0/0 38 1/4 40 0/0 38 1/4 fACTUAL) EFF) . ------------------**TRUSS ANALYSIS** ------------------,. EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2880.0 38.292 2 -.598 2 4770.0 38.292 Vl .ooo 3 3825.0 38.292 3 .912 4 3870.0 38.292 4 -.891 5 3870.0 38.292 V2 .000 6 3870.0 38.292 5 .891 7 3870.0 38.292 6 -.891 8 3870.0 38.292 V3 .ooo 9 3813.8 38.292 6R .891 10 5388.8 38.292 5R -.891 11 3150.0 38.292 V4 .ooo 12 .o .000 4R .891 13 .o .000 3R -.917 14 .o .000 V5 .000 15 .o .000 2R .547 LEFT RIGHT VAR DIM VAR DIM INTERIOR PANELS 3-6 0/0 3-5 3/4 3 AT 7-2 0/0 AXIAL LD IN WEB + 36191. 1 4770.0 20500.2 + 15016.6 3870.0 9197.5 + 3378.3 3870.0 + 2440.9 8260.0 3870.0 + 14079.2 19494.6 5388.8 + 38685.2 TCX LEFT TCX RIGHT o-0 0/0 o-5 0/0 AXIAL LD TOP CHORD 31056.6 31056.6 .o 57420.1 57420.1 .o 66811.8 66811.8 .o 58820.3 58820.3 .o 33939.0 33939.0 .o AXIAL LD BOT CHORD .o .o 46205.6 .o .o 64288.8 .o .o 64988.9 .o .o 48305.9 .o .o .o .-.• --.: ,, . . . •, :PPRITAN--BENNETT ·94-9-432 LIST 6· T2'.3 .. .May_ ;~1,. ·1990 .,. .... --------~-----~*CH0RD DESIGN*·* STEEL FY == 50.00.0. P.$I . ' ---' ~~--------~----- LEND PANEL PP LEND PANEL MP LVAR PANEL PP L: VAR PANEL MP· : INT PANEL PP ,' INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL J?P AXlAL STRESS 7419 •. o 74-19-.• 0 · 7419.0 741·9 ~ o· 15960. 5. 15960.5 8107.6 8107~6 8107. 6 8107.6 , SEC DESCRIPTION TC 52. L3-1/2X3-1/2X.313 BC 39 L2.,..J,,j'2X2·--1/2X.25'0 -:AXIAL. , · MOMENT :i3ENDING BENDING · RATIO UNI' LOAD S.TRESS . RATIO .2473' .,.34io6.3 1·7451.1 .5817 .45:65 30604 .• 6 6181 •. 1 .2396 .24·73 -34i06.3. 1.7451.1 .5817 : . .'~322 · 959. 2 193'. 7 • 0069 . ·.5320 --13867.'5 7095.5 .2365 .6498 6933.8 1400.4 .0503 • 3 62•.0 . 1 7 • 3 · 3 • 5 • O O O 1 .27-03 -40716.·0 20833.0 .6944 .5658 36646-.6 7401.4 .3015 ~2703· .... 40116.0 .2083.3.0 .6944 AXIA_L LOAD. K KL/R I FLRS 66812. • 75 46. 7 2228. 2DEV 0 64989.-1 .• 00 175.:Q .· 1000.8REQ 0 COMB:I:NED RATIO • 8'290 .-6961 • S:290 • 33·91 .7685 • 10·01 • 3-622 .9647 .8673 ~-964 7 LENGTH 40-4 3'/4 29-·11 114 SEC BC ·39 DESCRIPT'ION -AXIAL STRESS CBRM-P 1206.7REQ TL L2-1l2X2-1/2X. 250 . 281'31. , .9377 BOTTOM CHORD EXTENSION-= 0-8 3/4 · L/360 LIVE LOAD DEV== 1335.8.PLF'-, .L/240 LIVE LOAD DEV= 2003.8 PLF TbTAL LOAD FOR DE;FL == 1085 .1 PLF. · -, -------------~ *~TCX DESIGN** SEC R 52 TC 61 BR BENDING MOMENT 1'238. REQ s· DEV S • 0'4.1 · 1. 9 2 8 REQ I .00(; DEFLC .IN. .042 BEARING LENGTH-. ·DEPTH o-5 0 / O' 5 • 0 0 o-6 0/0· --------------------**END PAN·EL DE;SIG:N-*'lf -~----~---~---------. . AXIAL LOAD K KL/R FLR WEB . T.O END ;BAS·EL NGM NGM LE;E',T 3-.105q~6 1.00 92.8 0 . V 5;_ 6: 0/0: B .• DEPTH 5 -0/0 5 0/0. RIGHT 339'39. 0 1 .• 00 . ;tOl ~ !:> b V ·. ,6-0 .0/0 ;twEB-oEsr<iN*~ -sT~;EL F,¥·::; soQoo. PS.I.· M~~~iE~iA3¥¥~: 2i~f~:~ ~~~:·. -~------~---~- -WEB NO 2 25 Vl 22 3 25 4 27 V2 22 $ 14 6 22 V3 22 6R '22 ·5R 14 V4 22 4R 25 3R 22 V5 22 ~R 27 ... I ' . . , . ' . . ·~ . :: ~-~; ... :---··, ~· <.. . .DESCRIPTION L 2 X · 2 X. 1-63 L 2 X ·2 X.IS7 L 2 X 2 X.163 L a X 2 X.188 L 2 X 2 X.137 Ll-1/2X1-1/2X4115 L 2 X 2-X.137·. ·L .Z X 2 x.1a7. L 2· X . 2 · X ~ 137 L1-1/2Xl-1/2X.115 L 2 X 2 X.137 L 2 X 2 X.163· L 2 X 2.· X.137 L 2 X 2 X.13-7 L 2 X 2 -X.188 · . REQ DEV REQ FILLET .AVBL .Q K, KL/R AX LQAD AX LOAD WELD SIZE WELD· SLO'l' 2: 1 .• 00 '12.0'.l + 36191.+ 37526-. 15.0X .163 16~·5+. · .OB 11.00 ·96.5-~ 5104.-.78-2-9:. 2 .• 5X .137 4.9+ .O 2 ~~00 71.9 -20500.-24898. 8.5X .163 10.2+ ~OB 1 1.00·. 146.2 + 1.5017.+ 21500. 5.4X .188 . 6 •. 0+ .O 11.00 ·96~5 -42'04~-7829. 2.lX .137 4.9-i-.O Z 1.00 97.fr -9197~-9966. 5.4X .115 10.4+ .OB 1 1.no 145.1 + -2163.+ 15877. 4.ox .137 6.o+ · .o 1 1~00 96.5 -4204.-7829. 2.lX .137 ·4.9+ .O 1. 1.00 i45.1 + .. 8163.+ 15·8'77. 4.0X .137 6.0+ •. O -2-1 .• 0.0. 97.0 -82-60.-9966. 4.8X .115 10-.4+ .• OB 1 1.00 96~5 -4204.-7829. 2.1x .137 4.9+ .o 11.00145.7 + 14079.+ 18763. 5.8X .163 6~0+ .n 2 1.0Q, 7·1.4 -19495.-19995. 9.6X .137 1.0.2+ .OB 1 1.00 96.5 -57·23.-7829. 2.8X .137 4.9+ .o · 2 1.0b 129.3-+ 38685.+ 42999. 13.9X .188 16.8+ ~OB . · .... ' -.. . .. . ,. . ~ . . ' ... ·:-·., ... -. ·~·--~ -•• ., ~ ·: ·., __ • > :,"':.-' • -· ·--· - PURITAN-BENNETT 94-9-432 LIST T23 6 •• **BRIDGING REQUIREMENTS** • May 21, 1990 TC RYY = 1.842, BC RYY = 1.440, WLEN/(TC RYY) = 258.265 WORKING LENGTH= 39.646 FT BRIDGING SPACING STANDARD AT 19.823 FT FOR 1 ROW(S) OF H-BRIDGING. -------------------------NOTE: VERTICAL IN END PANEL RGHT EITHER SET OR SPECIFIED. NOTE: TC GOVERNED BY END PANEL DESIGN ' .. • ,_.·, ' ., ~ ' -~ ' , .: ' ,,.-----' ·: ··-.. . . ' PURITAN.-BENNETT . May 21,, 1990 . 94-'9-. 432 · LIS.T . 6 . . ,,,. _.0_,· . . . T24 40LH1080. ':I: 0-3/ 4" . . ;;-r:;NG-SPii.~JOI'ST-DESIGN~iiEQUIREMENis~,;-----s5i-sPEGS~--.--VULCRAFT-ENG-DE;T;; ----~--~-----------~--------~--~----~---~~~~---~~-~--~~--~---------~----------BRIDGING LEFT.END RGHT END ACTUAL DEFL DEPTH BS DENGTH SPACING STANDARD .ST,ANDARD INCHES 40.00. 40-0 3/4 . 19.9 1.14 TL .63 LL . ·-~---~--"!-----.----TOTAL LOAD.= 108,0. PLF, LIVE LOAD = 600, PLF. ~l¥E· t8!8 B~it~8~Jg~ ~~l§!J!IK !~ , -~ ' -, --------~-----~----~------**TOX/C.ANT LOA:D CRITERIA** ~--~---~-~---~~~~---------· L/360 L/24-0. R TCX LOADS·.: UNIFORM = l.l8.8 •.. PLF •. --------~----~~-----**BASIC DlMENSJONS·** ----~~-------~-----~ LEFT . RIGHT' WK.LENGTH END PANEL END.PANEL 3~.7292 5-~o -0/0 5~10 b/0 LEFT TC RIGHT TC END PANEL END PANEL 4.;.. 8 5/8 · 4-8. 5/8 DEPTH DEPTH DEPTH LEFT VAR DIM 3-5 3f8 RIGHT VAR DIM INTERIOR PANELS 3-·5 3/8 3 AT 7-2 0/0 LEFT .. CENTER .RIGHT 40 .. 0/0 4'0 0/0 40 0/'0 (ACTUAL) 38'. 3/8· 3'8 3/8 · 38 3/'8 (EFF) · . TCX LEFT ·o-o 010 TCX RIGHT 1-4·010 ------~-~----~-~--, **TRUSS AN~LYSIS*°* --~----~~---~----~ L0AD-LBS EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD pp DEF.TH MEM SLOPE IN.WEB .. TOP CHORD BOT CHORD 1 2460.:9 38 .-418 ·2 -.565 + 38.611°08 336!1:7.6 .o :2 :·. 4921.9. 3'8. 418 2:0 -2·. 886 · 5·209-. 0 · 3'1912 .1 .o 3. 4.3·95. 9 38.418 3 .929 2'0679.4 .o 47066.2 4 3870.0 38.418 4 -.8·93 +. 14521~5 57895.2 . o. 5. 3870.0 38 .418. V2 .000· -. 38'Z,~O. o· 57895.2 .o 6, 3870.0 3·8. 4,18 5 .89,3. ,8712. 9 .o 64392.6 .7 3870. 0. 38.418 6 . ~.,893 + 2.90.4. 3 '66558 .4 .o 8· 3:870. 0 '38 .·418· V3 ~ooo. -3'870. o .. (?6558.4 .o 9 4395.9 38 .'418 6.R • 8·93 + · 2904. 3 .o 64392.6 10 4921. 9 38.418 5R .. -•. 893', .-. 8712. 9 57895.2 .o 11 '2460.9' 38. 41·8 V4 .ooo -3870 .•. o .. -57895. 2 .o .. 12 .o . ooo 4'R •. $·93 + ½:6 ~,~,~-: ~ . .o 47066.2 13; .o .000 ; 3R .-. 92'9 319·12 .1 .o 14 .o • 000 .. 2DR ;2.886 5209. 0 · . 33617.6 .o 15 .o • 000 2R . .565 + -38611~8 .o .o . ~· -- ' .'· • J.I", ·, ~ . ' ~ ·-. . ''. ~-1 .... -. ·, -·~ .-., .... .. ·-·· . . . -: ;· .... -•' .. " f ~ I' .. • , 1 , , < • _,_,-, ~ -. . . . ., ~ . . . ..,. . ', ' . ' . . . ' ~ ~ .. ... -' -..... -. -. 1·~-,,'\=',:.--:~:, ~. .. ... ';. _,..·,.,:····,·"'~""·'·;·,$-1.,.i.~-:.t..''"'•.'iJ.~~-.... ,-'";,f·:'::.· ..... ~,; ••. --·; -.-·,,--..·.;~".-,, .,, ·-,·' .• :•. ' : .··~·.: :··~;_:'.' ~ .. · ~>.:, ... .-.. ::'':: :: __ : .... : ~_,'.:.,:::>~.~)/ :~~e::;;~;l~\_;;-;~-:;:.::~i:;{}i· ·-:~st·/.: .. ~~=:;; ~ ....... :: '. . ...... . . . ., ........ ,.. ·,. .. ·-·~-.,., .... _.,,;,....,., ., .. _ .. _:/ *'!..-.. :..... :-~ . :. :---!~ ~~.:.--':J· ~ .-.;. . ., ',, -·, . • .-.:· • . -: .. ··,..a· .. _.~::. • _---~·· ., ..... ,, .__''. "'; :. •. ' ... ~..., .. , ; :,_ ,~ : . ' . ' •••• , '. -• ·:.., •• '1 •........ ·:., •••• • .PURITAN-BENNETT May 21, 1990 94-9-432 LIST 6 T24 ----------------**CHORD DESIGN** STEEL FY = 50000. PSI ----------------AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 9443.0 .3148 -29422.0 LEND PANEL MP 9443.0 .5785 20542.7 L VAR PANEL PP 8963.9 .2988 -29422.0 L VAR PANEL MP 8963.9 .5491 10778.9 INT PANEL PP 18695.9 .6232 -13867.5 INT PANEL MP 18695.9 .7924 6933.8 R VAR PANEL MP 8963.9 .5491 10778.9 R VAR PANEL PP 8963.9 .2988 -29422.0 REND PANEL MP 9443.0 .5785 20542.7 REND PANEL PP 9443.0 .3148 -29422.0 SEC DESCRIPTION AXIAL LOAD K KL/R TC 48 L 3 X 3 X.313 66558 •• 75 54.7 BC 39 L2-1/2X2-1/2X.250-. 64393. 1.00 175.0 -SEC DESCRIPTION AXIAL STRESS CBRMP BC 39 L2-1/2X2-1/2X.250 28025. .9342 BOTTOM CHORD EXTENSION= 0-8 3/4 • BENDING BENDING STRESS RATIO 20771.4 .6924 5877.9 .2352 20771.4 .6924 3084.2 .1193 9790.2 .3263 1984.0 .0733 3084.2 .1193 20771.4 .6924 5877.9 .2352 20771.4 .6924 I FLRS 2107.0DEV 0 1007. 1REQ -0 1208.5REQ TL COMBINED RATIO 1.0071 .8137 .9912 .6685 .9495 .8657 .6685 .9912 .8137 1.0071 LENGTH 41-4 3/.4 29-10 114 L/360 LIVE LOAD DEV= 1255.3 PLF, L/240 LIVE LOAD DEV= TbTAL LOAD FOR DEFL = 1080.0 PLF. 1882.9 PLF **TCX DESIGN** SEC R 48 TC 40S BR BENDING MOMENT 12672. **END PANEL DESIGN** AXIAL LOAD LEFT 33617.6 RIGHT 33617.6 K 1.00 1.00 REQ S .422 KL/R 92.8 92.8 DEV S 1.416 REQ I .210 DEV I 3.024 DEFLC IN. .133 FLR WEB TO END BASEL NGM NGM 0 2D 4-8 5/.8 O 2D 4-8 518 LENGTH 1-4 0/.0 o-6 010 BEARING DEPTH 5.00 B. DEPTH 5 0/.0 5 o,o **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= END REACTION= 5363.4 LBS. WEB NO DESCRIPTION 2 27 L 2 X 2 X.188 2D 22 L 2 X 2 X.137 .3 25 L 2 X 2 X.163 4 25 L 2 X 2 X.163 V2 22 L 2 X 2 X.137 5 14 Ll-l/2Xl-1/2X.115 6 22 L .2 X 2 X.137 V3 22 L 2 X 2 X.137 6R 22 L 2 X 2 X.137 5R 14 Ll-1/2Xl-1/2X.115 V4 22 L 2 X 2 .X.137 4R 25 L 2 X 2 X.163 3R 25 L 2 X 2 X.163 2DR 22 L 2 X 2 X.137 2R 27 L 2 X 2 X.188 Q K 2 1.-00 1 1.00 2 1.00 1 1.00 1 1.00 2 1.00 1 1.00 1 1.00 1 1.00 2 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1.00 REQ DEV KL/RAX LOAD AX LOAD 126.5 + 38612.+ 42999. 102.5 -5561.-7256. 71.4 -20679~-25000. 145.9 + 14521.+ 18763. 96.8 -4203.-7799. 97.1 -8713.-9948. 145.3 + 8050.+ 15877. 96.8 -4203.-7799. 145.3 + 8050.+ 15877. 97.1 -8713.-9948. 96.8 -4203.-7799. 145.9 + 14521.+ 18763. 71.4 -20679.-25000. 102.5 -5561.-7256. 126.5 + 38612.+ 42999. 21453.8 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 13.9X .188 14.8+ .OB 2.7X .137 4.7+ .O 8.5X .163 10.2+ .OB 6.0X .163 6.0+ .o 2.lX .137 4.9+ .O 5.1X .115 10.4+ .OB 4.0X .137 6.0+ .O 2.1X .137 4.9+ .O 4.0X .137 6.0+ .O 5.lX .115 10.4+ .OB 2.1x .137 4.9+ .o 6.0X .163 6.0+ .O 8.5X .163 10.2+ .OB 2.7X .137 4.7+ .O 13.9X .188 14.8+ .OB PURI-TAN-BENNETT 9 4.-!9-43 2 -LIST T24'.' . 6 . , •. . ' _,. , ' . ' --------------------------. ~ ' -~~~~!~~!~~-~9~!~~~~~!~~~- • May 21, 1990 TC RYY = 1 •. 647, BC RYY :;::: 1.4.40, WLEN/('rC RYY) = 289~434 WORKING LENGTH= 39.729-FT . BRIJ:?GING SPACil'JG $TA.NDARD AT 19.8·65 FT FOR 1 ROW(S) OF H-BRIDGING. ________ .;.. ________ ~--~--.:..-- NQTE: END PANEL SHORTENED TO ADJUST FOR TOP CHORD BENDING. ' ' ,-·:;'. . ~ •" '; .. --._,.,._ :.~Ar_:->:;.,<:·5~::· -::'"~---~/->:~:•:\. '·_~,,:·.::::.'.~---.-,.~~-:-~(>.,,: \i,~: ~ ';: 4-: ' ,---' ' ... -•'. ::.-'~ ·_-~.:~.-"::._ -.,~?~:.··.:,_-~I.·:.-.. -.:.~-. ·: ~.:;·,_ ~.N-• .• : . -·:] ','. ·: . . . . ' .... ·,: .. ' '~-· ..,-• .,. --.. --·~"·""' , ·,. .... ·'.l: .... ~·:-··.·-.--·:,--,,..~· , ..• ·.;., .. ~_ .. ·,...-:, ., .•. -... ~-•.• :·.,..:.. ·:-,··· ~:-··-.. .: ;-.· ' ·-·! ' • ~ • ; .. '. -,: . .. .• .. '. ,-· ............ ~---~f•"' --._ .. ..,:~ '. ., ' .. -·--. ' . .... ... '~ ~ . : . :.: -: ..... _ -_ ;' -:-... -~ ... . .. . .... . ,·)!:· , . . -"( . ~ ' ,,.. .. : . . -: .. ·~-r:. :·~ .. _,: • • PURITAN-BENNETT May 21,· 1990 94-9-432 LIST 6 T25 40LH1380 .39' 11-1/211 ** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS DEPTH BS LENGTH 40.00 39-11 1/2 BRIDGING DEVELOPED 19.8 LEFT END RGHT END STANDARD STANDARD **LOAD CRITERIA** TOTAL LOAD= 1380. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 ** CONCENTRATED LOADS** VULCRAFT ENG DEPT** ACTUAL DEFL INCHES 1.16 TL .46 LL TOTAL LOAD KIPS TC 2.000 LIVE LOAD KIPS .000 .ooo FROM LEFT END BASE LENGTH MOMENT PROXIMITY FROM DISTANCE IN INCHES PP 23-11 3/4 .00 7 LOAD SUPPORTING TO PP WEB MEMBER 7 TC 2.000 31-11 314 .oo 9 9 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 39.6250 5-6 0/0 5-6 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-6 0/0 5-6 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/0 38 118 40 0/0 38 118 40 0/0 38 118 ~ACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 3680.0 38.133 2 -.596 2 5390.6 38.133 Vl .ooo 3 4470.6 38.133 3 1.282 4 5520.0 38.133 4 -.794 5 5520.0 38.133 V2 .ooo 6 5520.0 38.133 5 .794 7 7520.0 38.133 6 -.794 8 5520.0 38.133 V3 .ooo 9 6470.6 38.133 6R .794 10 5390.6 38.133 5R -.794 11 3680.0 38.133 V4 .ooo 12 .o .000 4R .794 13 .o .000 3R -1.282 14 .o .000 V5 .ooo 15 .o .000 2R .596 LEFT RIGHT VAR DIM VAR DIM INTERIOR PANELS 2-5 3/4 2-5 3/4 3 AT 8-0 0/0 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 48555.5 41712.4 .o 5390.6 41712.4 .o 24685.4 .o 56896.7 + 24102.1 75768.2 .o 5520.0 75768.2 .o 15228.0 .o 87691. 6 + 6354.0 92666.6 .o 5520.0 92666.6 .o + 2520.0 .o 90693.5 14609.3 79254.6 .o 5520.0 79254.6 .o + 23483.3 . 0 60867.5 26734.0 44423.2 .o 5390.6 44423.1 .o + 51710.9 . 0 .o -PURITAN-BENNETT 94,..9-432 .LIS.T· · 6 T25. .. . '-<., • ······,.c· ' .. . ~ , ' ,' ,,," t .'. ,- May' 21, 1990 ;;5HORD-DESIGN;; ST-EEL FY -50000. PS:t: ---,----..;.~-------AXIAL AXIAL MOMENT STRESS . RATIO UNI LOAD L END PANEL PP . 83'95. 0 • 279.8 -. -42776 .·6 L END PANEL MP 839.5. O • 5167 39434 .O L VAR PANEL PP 8395.0 ~2798 -4-2776.6 L VAR PANEL MP 8.395.0 .3310 ..;.7708.8 ·INT .PANEL PP 18649.9 ·.6217 -22-080 .• 0 INT PANEL MP 18649 •. 9 .• 7780 1104.0 .O R VAR PANEL MP 8940. 5 • 35~6--7708. 8. R VAR I>ANEL PP 8940. 5 • 2980 -42776 .·6 R END PANEL MP 89.40. 5 • 5503 _3,9434. 0 REND PANEL PP 8940.5 .2980 .,..42776.6 . 'SEC DESCRIPTION AXIAL LOAD ·K KL/R TC ·57 L3-1/2X3-1/2X.375 9Z667 •.• 75 52.4 BC 46 L 3 X 3 X.281 906~3. 1.00 162~5 SEC DESCRIPTION AXIAL.STRESS CBRMP BC 46 L 3 X 3 X. 281 . 2:8831. • 9610 BOTTOM CHORD EXTENSION= 0-10 1/2 , • •••••• BENDING STRESS 1·8566 .2 i~§:~~: ~- 3345. 8 . 9·5:83·. 3 1951.7 3345.8 18.56·6. 2 .6971.2 18566.2 BENDING RATIO .6189 .2730 .6189 .1145 .3194 .0714 .1148 .6189 .2763 .6189 I 2846.5DEV 99-9. 2REQ .1665.8REQ FLRS 0 0 TL COMBINED RATIO .• 8.987 .7896 .8987 .4456 • 9·4-11 .8495 .4673 • 9169 · ~ 8·266 • 9-169 LENGTH 39-11 1/2 30-8. 1,2 L/360 LIVE LOAD DEV= 1709.2 PLF, L/240 LIVE TbTAL LOAD· FOR DEFL =· 1500.4 PLF. LOAD DEV= 2563.8 PLF --· -------·--· --------*~END PANE·L DESIGN** -~------------------KL/E, FLR WEB TO .END BASEL NGM NGM B. DEPTH 9 3 • 2 O V -5.... 6 ·o / O 5 0 /. 0 9 3 • 2 0 V 5-,; 6 0/ 0 5 0 /0 ----------~----**WEB DESI.GN*·* S'I'EEL FY := .50000. PSI.. MIN VERT SHEAR = 7537. 2 LBS. . END REACTION= 30148.8 LBS. ' . ' --------------. . WEB NO· DESCRIPTION 2 31 L 2. X 2 X.232 Vl 22 L 2 X 2 X.137 3 25 L 2 X 2 X~163 4 18 L1~1/2Xl-1/2X.145 V2 22 L · 2 X 2. X.137 5 22 L 2 X 2 X.137 6 2~ L 2 X 2 X.213 V3 22 L. 2 X 2 X .• ,137 6R 2·9 L . 2 X 2 X. 213. 5R 22 L 2 .X 2 X.137 V4. 2:2 L 2. X 2 X.137 4R 17 L1-1/2Xl-1/2X.138 3R 25 L 2 X 2 X~163 V5 22 -L 2 X 2, X.137 2R 31 L . 2 . X 2 X. 2·:J2 -~-~---------------~--~~-~-~~~~~~!::~-~~~~!~~~~::::~,~~ Q. K· . 2 1. C>-0. 1 1.00 2. 1. 00 2 . .-1. 00 1 1-. 00 2 1.00 1 1.00 1 1.00 1 -1~ 00 2 1.00 1 1.00 2 1.00 2 1~00 1 1.00 2 ·1 .• ,00 REQ DEV REQ FILLET . AVBL. KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 121.9 + 48555.+ 52451. 17.4X .188 17.0+ 3.6B 9~.1 -5854.-7S66. 2.9X .137. 4~9+ .O 61.2 -24685.-2.7114. 10.2X .163 12 .• 0+ .OB 13·2.6· + 24102.+ 24839. 11.2X .145 13 •. 4+ · .OB 96.1 -5983.~ 7866. 2.9X .137 4.9+ .O 1;i: ~ + l~ff~: +· ½~~~g: i: ~~ : I~~ 1 ~: ~:t : gB . 96.l -5983 .• ,.. 7-866. 2.9X ..• 137 4·.9+ .O 156.2 + 1211.7.+ 2·4199. 4.4X .188 6.3+ .0 77.3 -14609.-19050. 7.2X .137 13.2+ .-OB 96.1 -5983.-7866. 2.9X .lj7, 4~9+ .O 13·2.3 + 23483.+ 23697. 11.5X .138 13.4+ .QB 61.2 -26734.~ 27114. 11.0X .163 12.-0+ .OB 96.1 -5854.-7866~. 2.9X .137 4.9+ .O 121.9. + 51711.+ ·52451. 18.6X .188 1·1 •. 0+ 3.6B TC: RYY = 1~.855, BC RYY. == J;. 640,. WLEN/ (TC F,YY) = 256. 2-86 ;~¥ija~gG L!.~i~~NG Di~:e:ft>~EET AT 19 • 813 FT FOR 1 . ROW ( S) . OF ---------------------- . . . ., . . , I • • • • • ' • ·~ ',, • _. I, ".: -' : •' , -~-. -' " . . '': , 7:. ·-·· -. ·, .... ~-··.,_ ··. • < , .. ' ':--.. ' ~. ~ ,:-:"' ' H-BRIDGING. ..... ~. . ,.., • T ',, ,, • ~-1. • .._ .. _ .. ~·-. \ ., ........ · .... ;.~-~----.... ·. - . --,. . ' .... ' ~ . . ·-· .. ' • • • •, • r : ' ' •.~ PURITAN-BENNETT . 94-9-432 LIST 6 T26 40LH1380 •• May 21, 1990 39' 11-1/211 • ** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 39-11 1/2 19.8 1.22 TL .53 LL **LOAD CRITERIA** TOTAL LOAD= 1380. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 --------------------**BASIC DIMENSIONS** --------------------LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 39.6250 6-4 0/0 6-4 0/0 2-10 3/4 2-10 3/4 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-8 3/8 4-8 3/8 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/0 38 118 40 0/0 38 118 40 0/0 38 11 8 ~ACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LO AXIAL LO pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 3126.6 38.167 2 -.516 + 52825.3 46948.5 .o 2 6253 .-1 38.167 20 -1.945 7031.3 43733.3 . 0 3 5599.1 38.167 3 1.098 24291.0 .o 60086.7 4 4945.0 38.167 4 -.888 + 18623.1 74014.6 .o 5 4945.0 38.167 V2 .ooo 4945.0 74014.6 .o 6 4945.0 38.167 5 .888 11173.8 .o 82371.4 7 4945.0 38.167 6 -.888 + 3724.6 85157.0 .o 8 4945.0 38.167 V3 .ooo 4945.0 85157.0 .o 9 5599.1 38.167 6R .888 + 3724.6 .o 82371.4 10 6253.1 38.167 SR -.888 11173.8 74014.6 .o 11 3126.6 38.167 V4 .ooo 4945.0 74014.6 • 0 12 .o .ooo 4R .888 + 18623.0 .o 60086.7 13 .o .000 3R -1.098 24291. O 43733.3 .o 14 .o .000 2DR 1.945 7031.3 46948.5 .o 15 .o .000 2R .516 + 5.2825. 3 .o .o ----------------**CHORD DESIGN** .STEEL FY = 50000 • PSI ----------------AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 11215.4 .3738 -37146.7 19006.8 .6336 1.0074 LEND PANEL MP 11215.4 .5874 25957.5 5242.6 .2061 .7935 L VAR PANEL PP 10447.3. .3482 -37146.7 19006.8 .6336 .9818 L VAR PANEL MP 10447.3 .5472 13582.0 2743.1 .1046 .6518 INT PANEL PP 20343.0 .6781 -17719.6 9066.5 .3022 .9803 INT PANEL MP 20343.0 .8282 8859.8 1789.4 .0654 .8937 R VAR PANEL MP 10447.3 .5472 13582.0 2743.1 .1046 .6518 R VAR PANEL PP 10447.3 .3482 -37146.7 19006.8 .6336 .9818 REND PANEL MP 11215.4 .5874 25957.5 5242.6 .2061 .7935 REND PANEL PP ·11215. 4 .3738 -37146.7 19006.8 .6336 1.0074 '. ".: '·.···· ,_· . ' ' ',' .... ··.:, ' .. :t ~ ·PURI'liAN-BENNETT 94-9.:. 43'2 . LIST 6 · .. T26 . SEC DESCRIPTION-. TC 5-2 L3-1/2X3--.-1_/2X. 313 BC 4-3 · L 3 X 3 X. ·2 5 0 May .21,· 19·90 ·· AXIAL LOAD K. KL/R 85157 •• 75 46.7 · 82371.. 1.-•. •00 145. 2 -I FLRS 2.4.9.0 • 2DEV O . 9 9·9 .• 2REQ O LENGTH 39-11 1/2 29-0 1"/2 s,Ec DESCRIPTION AXIAL STRESS-CBRMP BC . 4·3 B~TT5M ~Hoio. ~x~igs:tON :;: 2-6:~fg 0 1/2 • 9873 . . .. 1532.lREQ TL L/360'LIVE LOAD DEV= 1495.3 PI,i]', L/240·LJ;VE LOAD .BEV= TbTAL LOAD FOR D:EfL = 1380. O '.l?LF. · · · 2243.0 PLF ;;iNn-PiNii:-oi~iGi.;; --------------~-~---' AXIAL LOAD K ~,~ftT i-~§ig: ~ i: gg ;;wiB-oEsicii;;_ STEEL KL/R FLR· WEB TO· END BASEL NGM NGM B. DEPTH 78 • ·8 0 2 D 4-8 3./8 5 0 / 0 78.8 -0 2D 4-8 3/8 5 0/0· FY = 50-000. PSI. MIN-VERT SHEAR = 6835. 3 LBS. ---~-----·----- WEB NO 2 , 31 2D 25. 3 25 4 :14 v2;22 5 117 6 25 V3 22 6R 25 5R 17 V4. 22 4R 14 3R 25 £ES~RI~T:t~N X.232 L 2 X 2 X •. 1-63 L 2 X Z X.163 L1~1J2Xl-1/2X~l15 . L 2 X 2. X.137 Ll-1/2Xl-1/2X.138. L 2 X 2 X.163 L 2 X 2 X.137 L 2 X 2 X.163 ,Ll-1/2Xl-1/2X.1a8 L 2 X 2 X.137 L1-1/2Xl--1/2X.~ 11'5 L 2 X 2 X.163 ... -END REACTION, ::;:. 2'7341. 3 LBS. . . . REQ DEV . REQ FILLET AVBL · Q K_ KL/~ AX LOAD' ~X I;iOAD WELD SIZE WELD SLOT 2 1.•QO 136-.2 + .52'82·5.+ 52451. 19.0X .188 18.8+ 3.6B 1 1 .• 0Q·.108 .• 6 -,'75.10 • .,.. 7914. 3.lX .163 4.9+ .O 2 1~00 65.3 2.4291.-26286. 10.ox .163 12.4+ .OB 2 1.00 123.2 + l862a.+ 19907. 10-9x .115 13.1+ .o" 1 1.00· ~6.Z -5371.-7858. 2.6X .137 4.9+ .O 2 1.00 97.3. -11174~-12094. 5.5X .138 13.1+ .OB 1 1.00 14.5.5 + 102.97.+ 18763. 4.3X .163 6.0+ .O 1 1.00 96.2 -5371 .• --7,858. 2.6X .137 ~.9+ .O 1 1.-00 145.5 + 10297~+ 18763~ 4.3X .163 6.0+ .0 2 1.00 97.3 -11174.-12094. s·.5x .138 13.1+ .oB . 2 1. 1.00 96.2 -.-. 5'371.-7858. 2.6X .137 4.9+ .O 2-DR 25 '2R'. 31 1~0& l23.2 + 18623.+ 19907. 10.9X .115 13.1+ .OS 2 1.00 · 65.3 -24291.~ 26286. lOiOX .163 12.4t .OB . 1 1.00·108.6 -7510~-.-7914. 3.lX .163 4.9+ .O~ -------------------------2 1.00--13·6.2 + .5282:5.+ 52-451. 19.0X .188 18:a+ 3.6B L 2 X 2 X.163 L 2 X . 2 X. 232· **aRIDGING REQUIREMENTS** -------------------------. . . . ·TC RYY_= .1.,84'2, BC RYY = 1,.-633, WLEN:/(TC RYYJ = 258.129 WORKING LENGTH = 39 .625 FT . . ._ . . B;R~DGJ;NG SPACING STANDlffiD·AT 19.8;1:3 .FT FOR 1 ROW(S) OF M-BRIDGING. -------------------------NOTE: E:~D PANEL SHOR,'I'ENED TO ADJUST FOR TOP C~ORP, BENDING • . • I ,'· ·-. .· .. :. .:: -.;: ...... -... ·.' ' , ~-.' ~ · . . . . -.. ----,:·,., .. -;. • • PURITAN-BENNETT 94-9-432 LIST 6 ·May 21, 1990 T27 40LH1410 39 1 3 11 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 39-3 0/0 19.5 1.16 TL .49 LL **LOAD CRITERIA** TOTAL LOAD= 1410. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 38.9167 6-10 0/0 6-10 0/0 LEFT VAR DIM 2-0 1/2 VAR DIM INTERIOR PANELS 2-0 1/2 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-6 1/4 4-6 1/4 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 40 0/0 38 118 40 0/0 40 0/0 {ACTUAL) 38 1/8 38 118 (EFF) **TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 3069.7 38.167 2 -.477 2 6139.4 38.167 2D -1.375 3 5595.9 38.167 3 1.558 4 5052.5 38.167 4 -.888 5 5052.5 38.167 V2 .ooo 6 5052.5 38.167 .5 .888 7 5052.5 38.167 6 -.888 8 5052.5 38.167 V3 .000 9 5595.9 38.167 6R .888 10 6139.4 38.167 5R -.888 11 3069.7 38.167 V4 .ooo 12 .o .000 4R .888 13 .o .ooo 3R -1.558 14 .o .000 2DR 1.375 15 .o .000 2R .477 ----------------**CHORD DESIGN** STEEL FY = 50000. ---------------- AXIAL LO AXIAL LO AXIAL LO IN WEB TOP CHORD BOT CHORD + 56588.3 51073.5 .o 7590.6 46609.8 .o 21659.3 .o 58310.1 + 19027.9 72540.7 .o 5052.5 72540.7 .o 11416.7 .o 81079.2 + 3805.6 83925.3 .o 5052.5 83925.3 .o + 3805.6 .o 81079.2 11416.7 72540.7 .o ·5052.5 72540.7 .o + 19027.9 .o 58310.1 21659.3 46609.8 .o 7590.6 51073.5 .o + 56588.3 .o .o PSI AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 12200.8 .4067 -34906.1 17860.3 .5953 1.0020 LEND PANEL MP 12200.8 .6199 24543.9 4957.1 .1951 .8149 L VAR PANEL PP 11134.5 .3712 -34906.1 17860.3 .5953 .9665 L VAR PANEL MP 11134.5 .5657 12572.9 2539.3 .0966 .6623 INT PANEL PP 20048.7 .6683 -18104.8 9263.6 .3088 .9771 . INT PANEL MP ·-20048.7 .8162 9052.4 1828.3 .0668 .8830 R VAR PANEL MP 11134.5 .5657 12572.9 2539.3 .0966 .6623 R VAR PANEL PP 11134.5 .3712 -34906.1 17860.3 .5953 .9665 REND PANEL MP 12200.8 .6199 24543.9 4957.1 .1951 .8149 REND PANEL PP 12200.8 .4067 -34906.1 17860.3 .5953 1.0020 .: .. ,, < •••••• ...... . . , ' , .. ' . ' '. ' .--:: : : -. .•. --.. :, . I ' •, '• • .·,:. ! •:, '• ' ' r •. • • ~ • . PURITAN-BENNETT . 94-9·-432 LIST.. 6 ·.. .May 2.1, ,1:99,Q ,T2V . . ~ .. SEC DESCRIPTION TC · 5-2 · L3-l/2X3--1/2X. _31;3 BC , 43 L 3 X 3 X • ..250 SEC DESCRIPTION . AXIAL· LOAD ·K K~/R . 83.925-. • 75 4.6. 7. · "8'1079. 1. 00 14:5. 2 AXIAL S'FRESS' CBRMP I' FLRS 2 4·,9 O·. 2DEV O 946.6REQ O ],4·83 ~·OREQ TL LENGTH 39-3 0/.0 27-4 0/0 BC' 43 L 3 X 3 X.250 .BOTTOM CHORD EXTENSION L/360 LI:VE. LOAD DEV= TbTAL :I:iOAD .F0R DEFL =· -~~----------------- . 2·9191. .9730 = 0.-.10 1I2 . 1'578 .• 5 PLF', L/2--40 LIVE LOAD 1410. {) PLF. , · DEV= 2367.7 PLF **E;ND PANEL DESIGN'** ' .. , . ' ---------------------' ' AXIAL LOAD· K LEFT 5~073.5 1.00 KL/R FLR WEB 75.7 o· ·20 TO END-BASEL NGM NGM 4-6 1/4 . B. DEPTH 5 0/.0 5 0/0 RIQHT 51073.5,, 1.00 -75. 7 0 2D · 4.-6 1/4 -~-----~-·-~---**WEB DESIGN** STEEL FY= ~-~;-----------~ ' WEB NO 2 , 39 2-D 29 3, 22 4 14 V2 22 5 17 6' 25 V3 22 ~~ f~ V4 22 4R 14 3R 22 2DR 29 2R 39 DE·SCRIPTION L2-1/2X2..;1/2X.250 L a X 2 X.213 L 2 .. X 2 X.137 L1-1/2X1-l/2X.11.5 L 2 -X 2 X.137 L1-1/2Xl-1/2X.138 L 2 X 2 X~163 L--2 X 2 X •. 137 L 2 X 2 X.163 L1-1/2X1~1/2X.138 L 2 X 2 X.137 Ll-1/2X'.!--1/2X.115 L 2. . X -· 2, X. 137 L 2 .·X· 2 X.213 L2-1/tX2-1/2X.a5o -------------~-----------*-*BRIDGING REQUIREMENTS** 510000. Q.K 2 i.oo 1 1. 0,0 2 1.00 2 1.00 1 -1 •. 00 2 1.00 1 ·1. 0.0 1 1.00 1 1.00 2 1~·00 1 1 .• 00 2 1.00 2 1.00 1 1 •. 00 2·1.00 PSI. MIN VERT SHEAR= 6859.1 LBS. , · , .. END REACTION = . 27436. 3 LBS •. ,. REQ . DEV REQ FILLET AVBL KL/E :AX LOAD A~ LOAD WELD SIZE WELD SLOT ·115 .• 2 + 56588.+ 712:50. 2Q.3X .188 18.7+ 7.1B 120. 2 .., 8109 .-. 83,36-. 2. 9X .188 5,. 3t • 0 57.2 -21659.-22117 •. 10.6X .1.37 12.0+ .OB 123.2 + 19028.+ 19907. 11.lX .115 13.1+ .-OB ~6.2 -5472.-7858. 2.7X .137 4.9+ .o 97.3 -·11417.-12094. 5.6X .138 13.1+ .OB 145.5 + 10333.+ ~8763. 4.3X .163 6.0+ .-0 96.2 -5472.-7858. 2.7X .137 4.9+ .O 145.5 + 10333.+ 18763. 4.3X .163 6.0+ .O '97.3 -11417~~ 12qg4. 5.6X .13B 13.1+ .OB 96.2 -5472.-7·858. 2.7X .137 .4 •. 9+ .O 123.2 + 19028.+ 19907. 11.lX .115 13.1+ .-OB ·57 .• 2·-21.659.--22117. 10.6X .137 .12.0+ .OB 120.2 -8109~-8336. 2.9X .188 5.3+ .O . 13'5~~ + 5(>58'8.+ 71250. 20.3X .188 18.7+ 7.lB T.ctiii-:--1:-a~2;-~c-:-RYY~: 1. 6'33,, wiiEN/ (T~ }~~Y) -= 2·53. 515 WORKING LENGTH =. 3 8. 917 FT.. , BRIDGING 'SPACING STANDARD AT 19.458 FT FOR :J_ ROW'($} OF H-BRIDGING. _____ .;.. ______ ~-~-----..;, ____ .;.. NOTE: END PANEL SHORTENED T,O ADJ'.UST FQR TOP CHORD BENDING. I ,, .. · .. ·-'."; ........ C ,: _, • • ~ • I , • _ > .. , .. ;•,• ' .. : ·. "· . ~-: .. , •• • · PURITAN-BENNETT May 21, 1990 94-9-432 LIST 6 T28 40LH1080 39' 11-1/211 . ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES 40.00 39-11 1/2 19.8 1.18 TL .50 LL **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/.360 TOTL LOAD DEFLECTION SPECIFIED AS Lt240 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH ----------------------TOTAL LOAD LIVE LOAD KIPS KIPS TC 10.000 .000 MOMENT DISTANCE 12-7 3/4 PROXIMITY IN INCHES .oo FROM pp 4 LOAD SUPPORTING TO PP WEB MEMBER 4 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 39.6250 6-0 0/0 6-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-7 3/8 6-0 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/.0 38 118 40 0/.0 38 118 40 0/.0 38 118 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB PP: LOAD-LBS DEPTH MEM SLOPE 1 2401.9 38.156 2 -.545 2 4803.8 38.156 2D -2.295 3 4336.9 38.156 3 1.038 4 13870.0 38.156 4 · -. 887 5 3870.0 38.156 V2 .ooo 6 3870.0 38.156 5 .887 7 3870.0 38.156 6 -.887 8 3870.0 38.156 V3 .ooo 9 3768.8 38.156 6R .887 10 4983.8 38.156 5R -.887 11 3150.0 38.156 V4 .ooo 12 .o .ooo 4R .887 13 .o .ooo 3R -.936 14 .o .000 V5 .ooo 15 .o .000 2R .545 LEFT RIGHT VAR DIM VAR DIM INTERIOR PANELS 3-0 3/4 3-4 3/4 3 AT 7-2 0/0 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 54003.9 47417.2 .o 5239.9 45324.1 .o 29215.6 .o 65591.4 + 25169.8 84418.0 .o 13870.0 84418.0 .o 4272.4 .o 87613.7 1558.4 86448.1 .o 3870.0 86448.1 .o + 7389.2 .o 80921.1 13219.9 71032.8 .o 3870.0 71032.8 .o + 19050.7 .o 56783.2 24013.6 39254.3 • 0 4983.8 39254.2 .o + 44707.0 .o . 0 ~. -· . . •••• '.· -: ~ . . -,· ., ,,,_,., '- : l ' "' ,_,"' -. . ' ~ . '- PtJRITAN-BENNETT -. · 94 . ...;9-43,2 . LIST €i T28 -. .. . . ---------~-~--~--**CHOR,D DESIGN·** ----------------' ' . LEND PANEL PP L END PAN-EL MP· L VAR PANEL PP L VAR PANEL MP -INT PANEL PP INT PANEL MP R VAR .PANEL.MP R VAR PANEL PP R END .l?,AN-EL MP REND PANEL-PP -' . STE;E·:I:i ·FY AXIAL STRESS 11327.4 11327.4 10827. 4 . "10827.4 2·092-9. 9 20651.4 9377.4 9377.4 9377.4 -9377. 4 SEC DESCRIPTION . TC BC 52 'L3-l/2X3,..1/2X .• 313 4 6 L .3 :?{ 3 X. 2 81 _ -May 21, -1990. 50000. PSI AXIAL MOMENT RATIO UNI.LOAD .-377"6 . -27961 ~ 8 .5847 19593:8 • 3 6·0 9 --2 7 9 61. 8 ,,'5589 10155,. 5 .6977 -138~7.5 • 84;08 6933. 8 • 4143 -424 :-8 • 312:6 ..-40663. 5 .6544 36668.0. • 3·126 -4:0663. 5 AXIAL LOAD-K KL/R -86448. • 75 · -46 .• 7 87614. 1.00 145~6 SEC DESCRJPTION ~XIA~ STRESS ¢B:RM-P .:.---.·. ·_-· , '·. .,· .. ,_' ' . ' .. ; - • • • 4 BENDING STRESS 143:07 .1 · 3957.3 BENDING 14307.1 2051.1 70-95. 5 14·0.o .-4 ·217.4 2~-~g~: ~ 20806.2 RATIO .4769 .1549 .4769 .0782 .2365 .0513 .0078 :6935 .3126 .6935 I 2654.6DEV ·_ 999 •. 2REQ 1575. 9REQ FLRS 0 0 TL BC ·46 L 3 X . 3 x. 2.8"1 27259. .·9·oa.6 BOTTOM CHORD_ EXTENSJON ==. 0--10 lJ 2 -. _ _ COMBINED RATIO . .8545 .7396 • 837·8 .6371 .9342 .8-920 .4221 1.0061 .9670 1.0061 LENGTH 39-11 1/2 29-8 1,2 i L/3-60 I,iIV·E LOAD DEV = 1594.0 PLF, L{4·40 LIV:a:. · ·TOTAL LOAD FOR D;EFL == 1-4];9· •. 4 PLF. . · LOAD DEV= 2391.0 PLF . . -. . --------------------' - **END PANEL DESIGN** · --~--~~-~~-----~~---AXIAL LOAD K KL/R FLR WEB LEFT : 47-4'17 .2 1.00 77 .-4 0. 2D RIGHT_: 3·~-2-54. 2 ·1. 00 -lQl. 5 O V -------:-~------~ **WEB ·DESIGN** STEEL FY = ·5cJOOO •. PSI. --------------. . . TO END BASEL i{GM NGM 4--7 3/.8 6-·o o1o B. DEPTH 5 0/0 5 o,o MIN V.ERT SHEAR= 7062.0 LBS. END REACTION = 28.-248.2 LBS. i WEB N© DESCRIPTION· Q 2 K 1.QO 1.-00· 1..00 1.00 1.00. . REQ D_EV REQ FILLET AVBL . . . KL/R .AX LOAD A,X LOAD -WEiiD SIZE WELD SLOT 103.6 + 54-004.+ 71250. 19.4X .188 17.5+ 7.lB 104.9 -· 5111 .• -101.6. 2.8X .137 4.8+ .0 2 .39 L2-1/2X2-1/2X.250 2D 22 L 2 X Z X.137 1 3 -27 L t X 2 X.188 2 4 20 L1-.1/2Xl-1/2X.170 2 V2 17 Ll-1/.2'X1-1./2X.138· "G2 VG 3 X i X 8. . 67.3 -29216.-3072·8. 10.5X .188 12.4+ .OB· l~l5-~ + 25170.f 2·886_6. 10.0X .• 170 12.9+ .OB 64~6 --14302.~ 17271. 7.0X .138 11.6+ .OB s '11 L1-11ax1~112x.l38 6 17 L1--1j'2Xl-1/2X.138 V3 22 L· 2 X 2 X.137 6R 25 L 2 X 2 X.163 5R. i20-Ll.:.1/:2Xl-)./2X.170 · V4 22 L .2 X 2. X.137 ~R 14 L1-1/2x1~112x~115 3R 25 L. 2 X ·2 X.163 V5: 2 2 L 2 . X , 2 . X. 1.37 2R 2 9 L 2 X 2. X. 2.J.3 . : ' ' -. ---------------------------*-*BRIDGING. REQVIREMENTS** --~~-·"!'------------~--------ii 2 1.00 97.3 -10640.-'4"2 1 .• 0 0 .. 9 7 • 3 -10 t5·4 b • - . 1, 1.0(j' 96.2 -4302.- ·1 1_.;00 145.5 + 1064:0.+ 2 lA-00 97.8 ~ 132ZO~~ 1-1.00 96.2 -.4.302 .• - 2 i.oo .123.2 + 19051.+ a 1~00 10.6 -~4014~-1 1.00 9~.2:-5416.- 2 1~-00 129.9 + 44707.+ 12097. 5.2X 12097. 5.2X -7861. 2 .1X 18763. -4. 4X 14,643. 5. 2X 7-861. 2. IX 19907. 11.~ 2X 25'172 •. 9.9X 7861. 2. 7X 48.398. 16. lX .138 .13.8 .137 .163 .170 .137 .115 .163 .137 .188 12 •. 9+ 12.9+ '4.9+ (5.Q+ 12.9-+ 4.9+ 12.9+ · 12·. 6+ 4.9+ 18.3+ i8R~i&G=LE~G~~~~ B~9~iJ5=FTi.640, WLEN/·(TC R¥Y) ·=.258.129 BRI'DGING $PACING DEVELOPED AT 19.813 FT FOR -1 RQW(S) OF H-BRIDGING. ---. ----------, ---. -----,0·-• -. . · .. ' ...... .,. ......... _,.:. NO.TE: DOUBLE ANGLES REQUIRED FOR V~RTICAL WEB~ AND/OR W2b -~-, ~-. : ' ,-. ' . ' . . . . . . ~ .. , , . ; . . . •' . . ... ~---~-... ' -.••.... f-_: •.•. -. ' .. ·: -. .··· ... ··-... .. _ .. __ ~ ~ '~-··..,.."':: :-~~ .· .OB .• OB .o .• 0 .OB .o ~OB .OB .o .OB ,. . .. • • PURITAN-BENNETT 94-9-432 LIST 6 May 21, 1990 T29 40LH1080 39' 311 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN-REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH 40.00 BS LENGTH 39-3 0/0 DEVELOPED STANDARD STANDARD INCHES 19.5 1.21 TL **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 .51 LL ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH ----------------------TOTAL LOAD LIVE LOAD KIPS KIPS TC 10.000 .000 MOMENT DISTANCE 12-3 1/2 PROXIMITY IN _INCHES .oo FROM pp 4 LOAD SUPPORTING TO PP WEB MEMBER 4 **BASIC DIMENSIONS** NOTE: LEFT RIGHT WK LENGTH END PANEL END PANEL 38.9167 6-0 0/0 6-0 0/0 DIMENSIONS DEFINED--SPECIAL LEFT VAR DIM 2-8 1/2 RIGHT VAR DIM INTERIOR PANELS 3-0 1/2 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4~ 5 1/4 4-7 1/4 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/0 40 0/0 40 0/0 fACTUAL) 38 118 38 118 38 118 EFF) -------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2306.3 38.177 2 -.545 2 4612.5 38.177 2D -2.036 3 4241.3 38.177 3 1.175 4 13870.0 38.177 4 -.888 5 3870.0 38.177 V2 .ooo 6 3870.0 38.177 5 .888 7 3870.0 38.177 6 -.888 8 3870.0 38.177 V3 .ooo 9 4331.3 38.177 6R .888 10 4792.5 38.177 5R -.888 11 2396.3 38.177 V4 .ooo 12 .o .000 4R .888 13 . 0 .000 3R -1.046 14 .o .000 2DR 2.279 15 .o .000 2R .545 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 53452.5 46927.2 .o 5138.8 44661.9 .o 27553.6 .o 62522.8 + 25212.9 81377.2 .o 13870.0 81377.2 .o 4321.9 .o 84609.1 1507.2 83482.0 .o 3870.0 83482.0 .o + 7336.2 .o 77996.0 13165.2 68151.0 .o 3870.0 68151.0 .o + 18994.2 .o 53947.1 23439.3 37749.2 .o 5233.5 39851.9 .o + 45393.4 .o .o -.---··-, . ' . ~ ' ; . ,._ :---"' ' . ' '' . ' . -~ ,• . ~ ,. . -. - ... ,.' ·'· •--._,' .. . · . PURITAN..,. BENNE;TT 94;-9-432. · LIST T2Q ---------------- 6 :May ~I, 1990·. · *·*¢HORD DESIGN** STEEL. FY = 5·0000·. PSI . ------------------' - AXIAL STRESS L END PAN-EL PP 12178. 6 I:i END PANEL MP 12178. 6 L VAR PANEL PP 11590 •. 7 · L-VAR PANEL MP · 1159-0-. 7 INTPANEL PP 21957.8-INT PANEL MP 21.665. 3 R VAR PANEL MP 9796.7 ~ 1~ t~it fu~ 16~~~:.i R ~ND PANE_L PP 10342. 4 _ $EC DESCRIPTION TC· 51 L3-1/~X3-1/2X.2~7 BC 43 L 3 X 3 X.250 DES'CRIPTION -AXIAL, MOMENT _ RAll1IO· UNI LOAD ,.4060 -25667~~ • 6228 181-08. 4 .3864 -25667.9 .5928 9170.7 • 7319 -13•867.5 • 9070 69,3'3. 8; • 5146 10096. 7 .3266 !!""27824.5' • 5432 1950·4 .• 7 .3447 -27824.5, AXIAL LOAD· K KL/'R, 83482·. • 75 4-6. 6 84'609. 1.00 145.2 AXIAL STRESS CBRMP BENDING BENDING STRESS RATIO 14225.1 .4742 3908 .'8 .1577 14225.1 .4742 1979.5 .0778 7685,. 4 • 2562 1496.7 .0569 2179.4 .0847 1~420.3 .5140 4210.'2 .1676 l5420.3 .5140 I FLRS 2·406. 7DEV 0 946. 6RE_Q O 1495.4REQ TL COMBINED RATI-0 .8801 .7805 .8605 .6706 .9881 •. 963'8 .5992 • 84.06 .7108 .8588 LENGTH 39-3 0/0 29-0 0/0 -· -( SEC :13C 43 L 3 X 3 X.250 BOTTOM CHORD EXTENSION L/36.0 LIVE LOAD DEV = TbTAL LOAD FOR DEF~= 2942'9. ..981'0 = 0..;,10 1/2 · 1525. 5 PLF, L/2·40 LIVE 1421~-8 PL;F. -LOAD DEV= 2288.3 PLF --------------~--~--**-END PANEL DESIGN** --~-----~-----~----~ 1 AXIAL LOAD LEFT' 46927'.2 K 1.:00 1.00 KL/R. . FLR WEB . TO END BASEL NGM NGM B. DEPTH 7 4. 1 0 2·0 4-5 1/ 4 5 -0/ 0 R:):GHT 39851.9 77.0 0 20 4-7 li'4 5 070 --~~----~-----**WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 6974.8 LBS. --l...~--.:.---~~-- WEB NO DESCRIPTION 2 39 L~-1/2X2-1/2X.250 2D 22 L 2 X 2 X.137 3: 27 L 2 X 2 X.188 4 _ 20 Ll-1/2Xl-1/2X.17P · V2 17 · Ll-;l"f2Xl-1/2X.13'8 ,: VG 3 X l X 8 5· 17.Ll-1/2Xl-1/2X.138 6: 17 Ll-lj'2X1-nj'2X.138 V:3 22 L 2 X ~-·2· X.137. 6R 2 5 L 2-X 2 X. ·16:3 SR 20 LJ~l/2Xl-1/2X.170 V4 22 L 2 X 2 X.137 4R 14 Ll-1/2Xl-1/2X.115 . 3R 25 L 2 X 2. X .• 163 2DR 22 L .2 X 2 X.137 2R 29 L 2 X 2 X.213 --~-----------~-----~-----**BRIDGING REQUIREMENTS*·* . : END REACTION = 27899. 4 LBS. _ REQ -DEV REQ FILLET AVBL Q K KL/R AX LOAD -AX LOAD WELD SIZE WELD SLO.T · 2 1.00 103.6 + 53453.+ 71250. 19.2X .188 17.7+ 7.lB 11.00.1-07 •. 2 -5'604.,.. 6785. 2.8X .137 4~9+ .O 2 1.00 63.7 -27-5"54.-31651. 9.9X .188 12 •. 3+ .OB -2· 1.00 125r3 + 25213.+ 28866. 10.0X .170 13.1+ ~OB G2 1.00 64.6 -14287.-17267. 7.0X .138 11.7+ .·OB 2. 1.00. 97.3 10506.--12092. 5.lX .138 13 •. 1+ .OB 2 1.00 97.3 -10506.-12092. Jf-5.lX .138 13.1+ .OB 1 1 .• 00 96.2 --4287.-78.56~ -2.lX .137 4.9+ .O 1 1.-00 145.5 + 10506.+ 18763. 4.3X .163 6.0+ .O 2. 1 •. 00~ ·97.8 -13165 -14638 5,2X .170·13.1+ .0-B · 1· 1.00 96.2 -. -4:2-87:-. 78,56: 2.lX .137 · 4.9+ .O 2 1.-00 123.2 + 18994.+ 19907. 11.lX .115 13.1+ .OB 2 1.00 66.8 -2·34'.39.--2,5973. -9.7X .163 12.5+ .• OB 1 'lcoOO 105.1--568Q.,-6999. 2.8X .137 4.8+ .O 2· 1 •. 00 129 .• 9 + 4539'3.+ 4-8398. 16.3X .188 18 .• 4+ .OB .TC. RYY = 1 •. 837, BC .RYY = 1 .• 633, WLEN/(TG 'IWY) = 2:54.2.71 WORKING LENGTH=. 38.917 FT _ _ BF_IDGING $PACING DEVELOPED AT 19. 4:58· Fr_i:1 F<JR . 1 ROW(S)-OF H-BRIDGING. --------·-· , __ . _________ _ .. NOTE: DOUBLE ANGLES REQUIRED FOR VERTICAL WEBS AND/OR W2D ' .......... f", .,,,, . --• • .. • ·~ ' f" '"..,. • ,. • • PURITAN-BENNETT 94-9-432 LIST 6 May 21, 1990 T30 40LH10~0 27' 0-1/411 ------------------------------------------------------------------------------**·LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS -VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES 40.00 27-0 1/4 13.3 .44 TL .25 LL **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 26.6875 4-4 0/0 4-4 0/0 LEFT VAR DIM 2-0 1/8 VAR DIM INTERIOR PANELS 2-0 1/8 2 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 3-~ 0/0. 3-3 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/0 38 314 40 0/0 38 314 40 0/0 38 314 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 1667.8 38.732 2 -.775 2 3335.6 38.732 2D -2.994 3 3602.8 38.732 3 1.605 4 3870.0 38.732 4 -.901 5 3870.0 38.732 V2 .ooo 6 3870.0 38.732 5 .901 7 3602.8 38.732 5R -.901 8 3335.6 38.732 V3 .ooo 9 1667.8 38.732 4R .901 10 " .o .000 3R -1.605 11 .o .000 2DR 2.994 12 .o .000 2R .775 ----------------**CHORD DESIGN** STEEL FY = 50000. ---------------- AXIAL LO AXIAL LO AXIAL LO IN WEB TOP CHORD BOT CHORD + 20809.2 16450.7 .o 3516.8 15336.6 .o 11083.5 .o 21196.4 + 8673.6 27641.0 .o 3870.0 27641.0 .o 2891.2 .o 29789.2 2891.2 27641.0 .o 3870.0 27641.0 .o + 8673.6 .o 21196.4 11083.5t 15336.6 .o 3516.8 16450.7 .o + 20809.2 .o .o PSI AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 6926.6 .2309 -12575.8 15943.7 .5315 .7623 LEND PANEL MP 6926.6 .3478 9805.0 4999.9 .1807 .5286 L VAR PANEL PP 6457.5 .2152 -12575.8 15943.7 .5315 .7467 L VAR PANEL MP 6457.5 .3243 3415.0 1741.4 .0619 .3862 INT PANEL PP -12542. 8 .4181 -13867.5 17581.3 .5860 1.0041 INT PANEL MP 11638.3 .5355 6933.8 3535.7 .1291 .6645 R VAR PANEL MP 6457.5 .3243 3415.0 1741.4 .0619 .3862 R VAR PANEL PP 6457.5 .2152 -12575.8 15943.7 .5315 .7467 REND PANEL MP 6926.6 .3478 9805.0 4999.9 .1807 .5286 REND PANEL PP 6926.6 .2309 -12575.8 15943.7 .5315 .7623 . . · -·PURITAN-BENNETT . · 94!-9..; '432 LIST.. · 6 · T30 . .• , ·.,.--. .. May ~1;. 1990, SEC TC, 39 BC 22 DESCRIPTION L2-i/2X2-1/2X.250 L 2 X 2 X.1;37 AXIAL LOAD K KL/R . . I FLRS LENGTH 27-01/4 19-6 114 SEC BC \22 DESCRIPTION . ~§~~§: 1:6,g 2l~:i AXIAL.STRESS CBRMP 28144. . • 9381 1100.2DEV O 3·05. 3REQ O 3·66. 3REQ TL L 2 X 2 X.137 BOTTOM CHORD EXTENSION L/360 LIVE LOAD DEV== TbTA:(:J LOAD FOR DEFL = 2i6·~: 4 7Pli? L/240· };JIVE LOAD DEV= 3243.6 PLF 1080·. 0 PLF. · . ---~----~~---~------**END PANEL DESIGN** ----' ' , ---------------------AXIAL LOAD K KL/R FLR WEB TO END BASEL NGM NGM. B. DEPTH LEFT 16450. 7 1. 0,0 RIGHT 16450.7 1.00 75.4 O 2D· 75.4 O 2D 3-3 0/0 5 0/0 3-3 o,o 5 o,o __________ ,;_, __ _ **WEB DESIGN·** · STEEL ' ;:-j • ' FY = _50000. PSI •. MIN VERT.SHEAR= END-REACTION= ----, --------' -- WEB NO DESCRIPTI'ON 2\ 17 Ll-1/2X1-1/2X.138' 2D 22 L 2 X 2 X.137 3· 14 Ll~l/2X1-1/2X.115 4, 22 L. 2 X 2 X.137 V2 22 L -2 X 2·. x~ 137· 5 29 L 2 .x 2 X.213 '5R 29 L 2 X 2 X.213 V3 22 L ,2 X 2 X.137 4R 22 L 2 X 2 X.137 3R 14 L1-1/2Xl-1/2X~115 2DR 22 L 2· X 2 X .• 137 2n 17 Ll-1./2Xl"'.'1/2X.1;38 --------~~-------~---~---*-*BRIDGING :REQtlIREMENTS.** --~-----------~--~----~~- Q 2 1 2 1 1 1 1 ,l 1 2. 1 2 K 1.00 1.00 1.00 1.00 1.00 1.·00 1 .• 00 1 .• 00 1.00 1.00 1.-00 1.00 .· REQ DEV KL/RAX LOAD AX LOAD 136.5 + 20809.+ 23697. 102~9 -3662.-7212. 76~9 ~ 11084.-1242-0. 145.9 + 8674.+ 1·5'877. 97,.6 , 4008.-77,24. 147.4 -5383.-5543. 147~4 ~ 5383.-5543. 97,. 6 -4008.,... 7724. 145.9 + 8674.+ 15877. 76.9 -11084.-12420. 102.9 ~ ;3662.-7212. 136.5 + .2'0809.+ 23697. 3602.8 LBS. 14411. 3 LBS .• REQ FILLET AVBL WELD SIZE WELD SLOT 10.2X .137 10.8+ .OB 2.0X .137 4.3+ .O 6.5X .115 8.1+ .OB 4.3X .137 5 •. 5+ .0 2.ox .137 4.2+ .o 2.6X .137 5.5+ .0 2.6X .137 5.5+ .O 2.ox .137 4.2+ .o 4.3X .137 5.5+ ~o 6.5X .115 8.1+ .OB 2.ox .137 4.3+ .• -o · 10.2X .137 10.8+ .OB TC/ RYY == 1. 4 4 0, BC RYY = 1. 2.2 2 , WLEN / ( TC RYY) = 2 2 2 • 4 0 3 ~~¥~a!gGL!~l6¥NG oi~EfgiEbTAT 13.344 FT FOR 1 ROW(S) OF H...;BRIDGING. --~------~---_; ____ ~ _ _; __ _;_;. . -.:: '. . . ~ . ........ ... • .•. •. ' '•i • < ~ ' ... -. -. _,. ,. ' -, .,, .. ~ : ··. ~ \ _,_ ' ::·.::., ~ ·.,\,~ r• • ,,-_'~-; ··..--:.:-.:~~>:·,•:.._':::, ,. ... ? .. :· --~'. , ~.--~-:, -•' ,,.. ... '· ·~ : ·.--. :. -!' • .. -.:- PURITAN-BENNETT 94-9-432 LIST 6 . T41 40LH1080 • · May 21, 1990 39 1 3 11 •• ** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 39-3 0/0 19.5 1.07 TL .60 LL **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 50.00 KIPS. **BASIC DIMENSIONS** --------------------LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 38.9167 7-3 0/0 7-3 0/0 LEFT VAR DIM 1-7 1/2 VAR DIM INTERIOR PANELS 1-7 1/2 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-6 1/4 4-6 1/4 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 40 0/0 38 114 40 0/0 40 0/0 (ACTUAL) 38 1/4 38 114 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2351.3 38.309 2 -.451 2 4702.5 38.309 2D -1.170 3 4286.3 38.309 3 1.965 4 3870.0 38.309 4 · · -.891 5 3870.0 38.309 V2 .ooo 6 3870.0 38.309 5 .891 7 3870.0 38.309 6 -.891 + + + 8 3870.0 38.309 V3 • 000 ·~. -9 4286.3 38.309 6R • 891 · + 10 4702.5 38.309 5R -.891 11 2351.3 38.309 V4 .ooo 12 .o .000 4R .891 + 13 .o .000 3R -1.965 14 .o .000 2DR 1.170 15 .o .000 2R .451 + ---------------- AXIAL LD IN WEB 45422.6 6186.7 15665.9 14544.4 3870.0 8726.6 2908.9 3870.0 2908.9 8726.6 3870.0 14544.4 15665.9 6186.7 45422.6 **CHORD DESIGN** STEEL FY = 50000. PSI ---------------- AXIAL LD AXIAL LD TOP CHORD BOT CHORD 41411.1 .o 37391.0 .o .o 44497.5 55357.2 .o 55357.2 .o .o 61873.0 64045.0 .o 64045.0 .o .o 61873.0 55357.2 .o 55357.2 .o .o 44497.5 37391.0 .o 41411.1 .o .o .o AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 10747.0 .3582 -26736.6 14817.4 .4939 .8521 LEND PANEL MP 10747.0 .4538 18799.6 4058.0 .1615 .6153 L VAR PANEL PP 9703. 7 .3235 -26736.6 14817.4 .4939 .8174 L VAR PANEL MP 9703.7 .5029 9630.3 2078.8 .0803 .5832 INT PANEL PP 16621.0 .5540 -13867.5 7685.4 .2562 .8102 INT PANEL MP 16621.0 .6424 6933.8 1496.7 .0557 .6981 R VAR PANEL MP 9703.7 .5029 9630.3 2078.8 .0803 .5832 R VAR PANEL PP 9703.7 .3235 -26736.6 14817.4 .4939 .8174 REND PANEL MP 10747.0 .4538 18799.6 4058.0 .1615 .6153 REND PANEL PP 10747.0 .3582 -26736.6 14817.4 .4939 .8521 ' . :-~ -. • ,,. -·· .. ', . } --, _· ·. ,- PURI.TAN-BENNETT 94 -,g-4,3.2 LIST T41 6 .. · . ·Ma.y 21, 1990 SEC DESCRIPTION . AXIAL LOAD K KL/R TC' 51 -'L3~·1/2X3.;,.1/.2X. 287 64·045·. 1. 00 3.1.1 . I FLRS 2057 .7DEV . 6 LENGTH 39-3 0/0 26-2 1/2 BC 38 .L2~1/2X2-1/2X.230 61873. 1.00 174.S 946,. 6REQ b 1135 o 9REQ TL. SEC DESCRIPTION AXIAL STRESS CBRMP BC 38 .· L2-1/2X2.-1/2X. 230 . 2.9188. • 972,9 . BOTTOM CHORD EXTENSION = . o..:. 8 3/4 ... Lb360 LIVE LOAD DEV·= 1304. 3 P-;LF., L/240: LIVE· LOAD· DEV == .. T TAL LOAD FOR P~FL = 1080. O. PLF. · . 1956 .4 PLF ' n " --------r-----~---~--**END PANEL DE;SIGN** -~-----:~----------~-. AXIAL LOAD K KL/"J;< FLR WEB TO END· .BASEL NGM NGM B. DEPTH LEFT 41411.1 1.00 48.1 1 20 4,;_ 6 -1/4 .· 5 0/0 RIGHT 4141~1..1 1.00 48.1 1 ·20 4-6 1/4 5 0/0 -----~-------------------~~--~~----**AODITIONAL TC AXIAL LOAD DESlGN** ALLOWAB~E $TRESS INCREASED 33% ------------~--------------:--------: -TENSION -. AXIAL AXIAL SEC FORCE STRESS· TC 5i 5000Q. 12976.0 ,!, END : PANEL PP L .END:PANEL MP L VAR PANEL PP L VAR PANEL MP INT' PANEL PP R i~ ~~1-t ~~ R VAR ·PAN-E:G · PP R END PANEL' 'MP R E-NQ PANEL · PP '----~-~---.:.,;. __ _ AXIAL 'FORCE· 91411.1 91411.1 87391 •. 0 8-739·1.0 114045.0 114045.0 87391.·0 ~i~ii:~ 91411.1 **WEB DESIGN** STEEL FY= ------~-----~- WEB NO DESCRIPTION 2 29 L 2 ·x 2. X.213 2D 29 L 2 X. 2 X.21S 3 17 Ll-1/2Xl-1/2X.1~8 4 ~5 L 2 X 2 ·x.163 V2 2 2 L 2 X 2 X. 13-7 5 :14 Ll-1/2Xl~l/2X.115 '6 .22 L .2 X 2 X.137 V3 2 2· · L 2 X. 2 X. 13·7 6R 22 L 2 · X 2 X.lj7 5R 14 L1-1J2x1~1;2x.115 Xi'~~ t ~ · ~-~ ~:1~~ 3R 17 Ll-l/2Xl-1/2X.1~8 2 DR 2 9 L 2 X 2 X. 2.13 . 2R 29 L 2 X . 2 X. 213 · '' , " " --, .---" -----------------**:BRIDGING REQUIREMENTS** · AXIAL RAT.IO ,.3252' AXIAL STRESS '2372.3. 0 2372'3. 0 22679.7 22,679.7 29597.0 2·9597. O 22679.7 22:679. 7 '2372.3. O 23723. o .. -COMPRESSION -AXIAL . . BENDING RATIO STRESS .5946 14817.4 -~ 75j2 4058. 0 • 5684 · 14817. 4 • 8837 . 2.078. 8 .7418 ~685~4 • 8601 .1496. 7 .8837. 2078.8 -.568-4',, 14817.4 • 7532 . 4058. 0 .5946 14817.4 BENDING RATIO .3714 .1499 .3714 .0723 .1926 .0443 .-072.3 .3714 .1499 .3714 COMBINED RATIO .9659 • 9-031 .9398 .9560 .9344 .9044 .9560 .9398 • 9031. .9659 50·000. PSI. MIN VERT SHEAR = 5253. 8 LBS. · . -END REACTION· = 21015 • 0 LBS • . · _ ·REQ, ·. 'DEV _ REQ FILLET AVBL , Q K KL/,R.AX LOAD AX LOAD WELD SIZE WELD S.;LOT 2 1.00 151.9 + 45.423.+ 48398 .• 16.3X .188 18.0+ .OB ·1 1.00 128.4 ,.. 6608.--73m~. 2.4X .188 5.5+ .Q. 2 1,. 00 tt 7:2. 7 · --15·666. -16095. 7. 6X .138 _9. ·5+ , •. OB 1 1~0·0:·145.7 + 14544 .• + 18.763. 6.0X .163 6.0f ·.·0 l 1 .•. 00 96 .• 6'"" 4190.-782·5·. 2.lX .137 4.9+ .O · 2· 1..00 97.0 -· 8727.-.9964. 5.lX .115 10.5+ .OB 1 1~00 14.5.2 + 7898.+ 15877. 3.9X .137 6.'0+ .O 1 1.00 96.6 -4190.-7825. 2.1x .137 4.9+ .o i1.oo 14s.2 + · 7898.+ 15877~ .3.9X .137 6.o+ ·.o 2 .1. 00 97 .• ,O· -8727. -9964. 5. lX .115 10 ! !:i+ ~-OB · l 1.00~ 96·.6 -4190 .• .-7825. 2.lX .137 4.9+ .O 1 1.00 145 .• 7 + 14544.+ 18763. 6.0X .163 6.-0+ .O 2· 1. 00 . 72. 7 -156-66 .·-16095. 7. 6X .138 9. 5+ • OB 1 1.00 12;8:.4 -6608 ..... 7308 • .2.4X .188 5.5+ .O 2.iAoo 151.9 + 45423.+ 48~98. 16.3X .188 1~.0+ .OB Tc·':i~:YY-=--i:a;1~-~c-~iiYY-:: 1.·435; '.wLENI(~c RYY) = 2_54.271 WORKING LENGTH= 38.917 FT . · BRIDGING SPACING STANDARD AT 19 ~ 458 FT. 'FOR 1 ROW(:S) OF H-BRIDGING. -----~----~-----~-----~--J,\f O'.;PE.: END PANE;L SHORTENE.D . DUE . ·To . ·• · SLOJ;>:E OF WEl3 W3 /W3R · · · . ·· . . ~ . -. . . '' .., ,· ........ :-. :_ _.._ .. ~ , .. ,, . ' ' . ~ . ~•-' -~ . . . ' . PURITAN-BENNETT 94-9-432 LIST 7 Gl 35DG 0 • ·- May 21, 1990 23' 3" 35G 4N 43.20K **JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 35.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .48 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= LIVE LOAD DEFLECTION SPECIFIED AS L/.360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 O. PLF. ADDITIONAL TC AXIAL LOAD= 85.00 KIPS. CONCENTRATED 43.200 KIP(S) TOTAL AT PP 3 5 7 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 22.9167 4-1 1/2 4-1 1/2 LEFT VAR DIM 1-6 0/0 VAR DIM INTERIOR PANELS 1-6 0/0 2 AT 6-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 4-1 1/2 4-1 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 35 0/.0 32 518 35 0/.0 35 0/.0 (ACTUAL) 32 518 32 518 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 32.656 2 -.687 2 .o 32.656 Vl .000 3 43200.0 32.656 3 1.814 4 .o 32.656 4 -.907 5 43200.0 32.656 V2 .ooo 6 .o 32.656 5 .907 7 43200.0 32.656 5R -.907 8 .o 32.656 V3 .ooo 9 .o 32.656 4R .907 10 .o .ooo 3R -1.814 11 .o .ooo V4 .000 12 .o .000 2R .687 ----------------**CHORD DESIGN** STEEL FY = 50000. ---------------- AXIAL LD AXIAL LD IN WEB TOP CHORD + 114382.3 94256.4 .o 94256.4 73992.1 .o + 32149.3 153786.8 .o 153786.8 32149.3 .o 32149.3 153786.8 .o 153786.8 + 32149.3 .o 73992.1 94256.4 .o 94256.5 + 114382.4 .o PSI AXIAL LD BOT CHORD .o .o 129974.7 .o .o 177599.0 .o .o 129974.6 .o .o .o AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 12567.5 .4189 .o .o .0000 .4189 LEND PANEL MP 12567.5 .5562 .o .o .0000 .5562 L VAR PANEL PP 12567.5 .4189 .o .o .0000 .4189 L VAR PANEL MP 12567.5 .4493 .o .o .0000 .4493 INT PANEL PP 23679.9 .7893 .o .o .0000 .7893 INT PANEL MP 20504.9 .7721 .o .o .0000 .7721 R VAR PANEL MP 12567.5 .4493 .o .o .0000 .4493 R VAR PANEL PP 12567.5 .4189 .o . 0 , .0000 .4189 REND PANEL MP 12567.5 .5562 .o .o .0000 .5562 REND PANEL PP 12567.5 .4189 .o .o .0000 .4189 • ,-.... , .-·, .~ :, ' :-' .. ' . :,: ' .-.... · .•.. . . . ,• ~ . . ' . . . . ' . . ., , . ' . PURITAN'-BENN-ETT 94-9-1432 -LIST -7 . : Gl . - .~ay 21~ ·1990 SEC DESCRIPTION AXIAL·· LOAD K TC 6-3< L 4 X 4 · X. 5 00 . '15 3.-787 ~ 1 ~ -0'0 KL/R I FLRS LENGTH 23-3 0/0 23-2 ·0'/0 34, • .T .. 3T72 .• -1DEV 4 BC 61: L 4 X 4 X.438 177599. 1~-00 91 .•. 8 . • OREQ 0 SEC 1 DESCRIPTION AXIAL STRESS CBRMP 1:581.lREQ TL BC 61 L 4 X 4 _ X. 438. _ 2,6810. • 8-937 'L/360 LIVE LOAD DEV= 11709.2 PLF, L/2·40 LlVE LOAD DEV= 17563.7 PLF . TOTAL :L0.2\:D FOR DEFL ;:;= _ 73'62 .1. PL~. --------~-----------**END PANEL. DESIGN** A!XIAL LOAD LEFT :-94256.4 RIGHT : 9·42~6. 5 .K 1.00 1.00 KL/R · ·FLR WEB 60.7 ·o V TO END BASEL NGM NGM 4-1 1/2 -EP VP B. DEPTH 6 0/.0 6 o,o 60.7 O V 4-1 1/2' EP VP '**ADD±T'ioNAL-·TctixiiL~LOAO--DESIGN.** ALLOWABL~ STRESS INCREASED 33% -------~--~~-~~--~--~~---~---~---~-. -TENSION -AXIAL · AXIAL SEC FORCE STRESS · TC 63 850.00. 11~33 .3 AXIAL ·FORCE LL. EENNDP PANEL PP 179256 .•. 4 PANEL MP 179256.4 L·VAR PANEL PP 179256.4 L VAR PANEL MP 179-256 .4 -INT PANEt; PP 262598 ;9 INT PANEL MP 2·38786. 8 R. VAR PANEL MP -179,2-56.4 R VAR PANEL PP 179.256.4 R END PAN-EL MP 1.79256. 5 REND PANEt PP ·179256.~ ----... -------~-**WE:J:3 DESIGN** STEEL FY --------------' -- · WEB NO 2 ,61 Vl .17 3 ;48 4 '25 v2 _17 5 · 31 5R•.31. V3' 17 4R· 25 3R 4:8 V4 17 2R. 61 DES-CRI-PTION L 4 X 4 X.43& Ll-1/2Xl-1/2X.13'8 L 3 X 3 X.~13 L 2~ X Z X.163 Ll-1/2Xl,-1/2X.138 L 2 X 2 X,. 2 3'2 L .2 . X 2 -X. 2 3.2 . Ll-1/2X1-1/2X.1as L 2 X 2 x~163 L 3 X 3 X.313 Ll.;.1/2Xl-·1./2X.13'8 L 4 X 4 X.438 -~-~-------~-~-------~~~~ -**B;RIDGING REQ{,JIREMENTS** AXIAL RATIO ,2840 --COMPRESSION -· . AXIAL AXIAL BENDING BENDING COMBINED STRESS RAT.IO STRESS RATIO RATIO 23900. 9 • 599.0 • 0 • 0000 • 5990 -23.900.9 .795'4 .o .0000 .7954 23900. 9 ~ 5990 .-o • 0000 • 5.990 23900.9 · .6424 .o .0000 .6424 350,13.2, .8.77'5 .o .0000 .8775 3183·8. 2 .• ,90.13 • 0 • 0000 • 9013 23900. 8 -· 64:24 • 0 • 0000 • 6424 23·900. 8 • 5990 • O • 0000 • 5990 .23,900. 9 • 7954 · • 0 • 0000 • 7954 23900. 9 • 5990 . , 0 • 0000 • 5990 -50000. P$I. MIN-VERT SHEAR::::; 16200.0 LBS. END· REACT.ION == 64800. 0 LBS. · ·REQ .· DEV · REQ .FILLET AVBL Q· _ _K _. · 'K,L/R AX LOAD AX ·LOAD WELD SIZE -WELD-SLOT 2 1.00. 47.0 +J,14382.+198729. 20.5X .375 16.8+ 4·.8B 1 1 •. 00 .110. s .,. • 3076. -4829. 2. o·x .138 4. 2+ • o 2 1.00 40.5 -7399·2.--91734. 19.9X .250 15.·5+ 6.-3B 2· 1.00 78,.3 + 32149.+ -37526. 13.3X .163 16.5+ .OB 1 1~00.110.5 -3076.~ 4g29& 2;ox .138 4.2+ .o. 2 1~00 79.5.,. 32149.-33410~ 11.5X .188 16.5+ .OB 2 ·l.OQ. 79 •. 5 -321.49.-:-334'.10~ 11.5X-.188 16.5+ .OB 1 1.0.0 110.5 ,..· 3076.-4·829. 2·.ox .138 4.2+ .o :2 1.00 78.3. + .32149.+ .,3752.6. 13.3X .163 16.5+ -.OB 2· 1. 00 4:0. 5 -73-99.2,., -· 9173·4. 19-. 9X • 250 15-.• 5-f-6. 3-B 1 1.00 110.5_·-3076.-48'29. 2.ox .138 4.2+ .0 -a 1.ob · 47.o +114382.+198729. 2-0.5x .375 16.a+ 4.8B :fc-iRYY-: ... -2:01$7-iic-Rii"".: -_ 2. Q6!5, -wLEN/ (TC RYY> -13~. 3-61 · 'WORKING LENGTH = 22.917 FT. . . . . MAX:IMUM S1PACING FO;R BC BRAC:Es· = --41. 2 91 -. ----:-1-"'----:-:---:-'.~-------_-----.-... ·.'·• ';" •v • • -• ~-.. • ' • ... -,-,. "' .. ' ·, PURITAN-BENNETT 94-9-432 LIST G2 35DG 7 0 •• • . May 21, 1990 23' 311 35G 4N 43.20K **JOIST GIRDER DESIGN.REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 35.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .54 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 85.00 KIPS. CONCENTRATED 43.200 KIP(S) TOTAL AT PP 3 5 7 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH TC TC TOTAL LOAD . KIPS 7.200 7.200 LIVE LOAD KIPS .ooo .000 MOMENT DISTANCE 11-7 1/.2 17-7 1/2 PROXIMITY IN INCHES .oo .oo FROM pp 5 7 LOAD SUPPORTING TO PP WEB MEMBER 5 **BASIC DIMENSIONS** --------------------LEFT RIGHT WK LENGTH END PANEL END PANEL 22.9167 4-11/2 4-1 1/2 LEFT TC RIGHT TC LEFT VAR DIM 1-6 0/0 7 RIGHT VAR DIM INTERIOR PANELS 1-6 0/0 2 AT 6-0 0/0 END PANEL END PANEL A-DIM B-DIM 4-1 1/2 4-1 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 35 0/.0 32 5/8 35 0/0 35 0/0 (ACTUAL) 32 5/8 32 5/8 (EFF) · **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 32.656 2 -.687 2 .o 32.656 Vl .000 3 43200.0 32.656 3 1.814 4 .o 32.656 4 -.907 5 50400.0 32.656 V2 .ooo 6 .o 32.656 5 .907 7. 50400.0 32.656 5R -.907 8 .o 32.656 V3 .ooo 9 .o 32.656 4R .907 10 .o .ooo 3R -1.814 11 .o .ooo V4 .000 12 . 0 .000 2R .687 AXIAL LD AXIAL LD IN WEB TOP CHORD + 123764.0 101987.4 .o 101987.4 80060.9 .o + 40060.0 170306.6 .o 170306.6 40060.0 .o 34955.1 174087.7 .o 174087.7 + 34955.1 .o 84366.0 107471.3 .o 107471.4 + 130419.0 .o AXIAL LD .BOT CHORD .o .o 140635.2 .o .o 199978.0 .o • 0 148197.3 .o .o .o PPRITAN--BENNETT 1 . 94-9,.. 43~ LIST G2 I' . ~ -------------**CHORD DESIGN** STEEL FY ----------------AXIAL STRESS IJ END PANEL PP 13,5.98. 3 LEND ~~It ii~ 13598.3 L VAR 13598.3 L·VAR·PANEL MP 13·598. 3 INT PANEL pp 26663-•. 7 INT PANEL MP 23211.7 R VAR PANEL MP 14329.5 R VAR PANEL pp 14329.5 R, END PANEL MP 14329 .'5 R,END :J;>ANEL pp ],.4329. 5, SEC' DESCRIPTION TC ~3 L 4 X 4 X.500 BC 61 L 4 X 4 X.438 • 1 SEC DESCRIPTION ~G ~1 L 4 X 4 X~438 L/360 LIVE LOAD DEV TOTAL LOAD FOR DEFL -~--~---------------**END PANEL DESIGN** · ---~---------------- - '' .. . , ' - -May .... ,·. 21, .1990 50000. 'PSI AXIAL MOMENT RATIO' .UNI L_OAD •. 4:533 .o .6019 .o •. 4533 .o ~ 486:1 .o .8888 .. o' .8740 .o .5123 ... o .4777 .. o .6342 .o .4777 . o, AXIAL LOAD 'K 17 4 0 8'8 • 1 • O O 199978. 1 .• 00 KL/R 34.7 9.1. 8 AXIAL 'STRESS ·C:BRMP .. 3018'8~ 1~0063 BENDING BENDING · STRE'SS RATIO .o .0000 .o .0000 .o .0000 .o .0000 .,0 .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 I FLRS 3772.lDEV 4 .OREQ O l. 7 8'0 • 4REQ TL COMBINED RATJIO .4533 .6019 .4533 .4861 .8888 .• 8740 .5123 .4777 .6342 .4777 LENGTH 23-3 Of.O 23-2 O{O = 11709.2 PLF; L/240 LIVE LOAD DEV= 17563.7 PLF -8289·. 8 PLF • , AXIAL LOAD · K KL/R · FLR WEB· TO ·END BASEL NGM NGM LEFT 1019.87.4 1.00 60.7 0 V 4-1 1/2 . EP VP B. DEPTH 6 0/0 6 0/0 R~GH';r 107471!' 4 1. 00 .60. 7 O' V 4-· 1 · 1"/2 EP VP ------... ---..-~--------------------~~~ *~ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% -~--------------~--------,---~--------TENSION AXIAL AXIAL. SEC FORC-E STREs·s· TC· 63 8§'0:00. .113,3·3. 3 I L iEND PANEL PP L :END PANEL-.MP L :VAR PANEL PP L VAR PANEL MP INT PAN.EL PP iINT PANEL MP R :VAR PANEL MP: R '1VAR PANE:L PP RiEND PANEL MP REND PANEL PP -"'":'---~------- AXIAL FORCE 1869·87. 4 186987.4 1-86987.4 186987.4 284978.0 259087.7 192471.3 1:92471 .• 3 19-2471.4 192471.4 **WEB. DES,IGN·** STEE:Y FY.= -~--------~--- WEB NO 2: 6.3 Vl 17 3. ·4-8 . 4 27 V2 17 5 33 5R 33 V3 17 .4R 25 DESCRIPTION L 4 X 4 X.500 L1-1/2Xl-1/2X.13·8 L 3 X 3 X.313 L 2 X 2 X.188 Ll-1/2Xl-1/2X.138 L2-112X2-1Z2X.197 L2-1i2x2-112x.191 L1-112x1 ... 112x •. 13a L., '2 X 2 .X.163 -COMPRESSION -AXIAL. AXIAL BENDING BENDING STRESS RATIO STRESS RATIO 24931 .• 7 .6249 . .o .0000 2-4.93.1·. 7 .82'97 • 0 • 0000 249'31. 7 • 6249 • O • 0000 24931. 7~-• 6701 • 0 • 0000 37997.1 .95-23 .o .0000 3454,5. 0 • 9'780 • 0 • 0000 · 25:662. 8 • 6898 • O • 0000 25'662. 8 • 6432· • 0 • 0000 256,62. 9 • 8540 • 0 • 0000 25662. 9. • 6432 . 0 . 0000 COMBINED RATIO • 6·249, ·• 82'9-7 • 6'249 • 6701..,; .9523 • 978'0 .-689.8 .6432' .8540 .6432 500'()0~ PSI. MIN .VERT SHEAR= 18471.3 LBS. · . END REACTION = 73885 .1 LBS. . . REQ . . DEV · REQ FILLET AVBL . Q K KL/RAX LOAD AX 'LOAD WELD SIZE WELD SLOT 2 1 .•. 00 47.3 +123764.+22.5000. 22.2X .375 16.8+ 7.7B 1' 1.00 110.5 ·-:3482.-4829. 2.0X .138 4 .• 2+ ~.O 2 1 •. 00. · 4Q:.5· -80061·.-'91734~ 21.5X .250 15'.:5-f-6.3B 2 1 .• 00 · 78. 7 + 4.0060. + 42999. 14. 4X • 18'8 .16. 5+ • OB 11.00 110.5 --3482.-4829. 2.ox .138 4 .• 2+ •. o. 2 1.00 62;6 -40060.-40174. 14.4X .188 16.5+ .OB 2· 1.0b 62.6 -34'9.55.-40174. 12.6X .188 16.5+ .OB , 1 liOO 110.5 -·., 3482,.-.4829.,. 2.0X .138. 4.2+ .• O · 2. 1.00 ·78~3 + 34.9·55.+ 3·7526. 14.4X .163 1.6.·5+ .OB • ' • • ;. I t ,. .. ·: ... '.:-;,.'' ',: ·,-::_. ~:;: :...:i-~ :~ ~ :·-~,.•::<~:·.J·~!,;, ;~., :_: : •: ~-.., : • ~ ,r • :. • '~ • • • ~ . . : : .. -·. ·. ,· . ~ . . ,. . ~ ~· .. --·· -. . . "' . . . . . ..... -,. ""~-. '-.-;.·., ~. : . : ' ' ' ... -~-.·. ,,, -... .,. ,,, I c'' ..,.,/ •, ,, ; '•_ ,-~ . . . . . '''.: ... -..... ~ ' •• --'~~~·::.·~~= .. ---. ~· -• -:~ •• ' :_ ''•':. i ' ... .. -··:.· '.,, ... . ' .. ·. ·,'' ·:· ,' :,:· .... : n•,,•,•,-, • t ... • ~-· • • • • • ' ..;,•. ••• -... , - . I • PURITAN-BENNETT 94-9-432 LIST G2 7 **WEB DESIGN** STEEL FY= WEB NO DESCRIPTION 3R 54 L3-l/.2X3-l/.2X.344 V4 17 Ll-ll2Xl-ll2X.138 2R 63 L 4 X 4 X.500 **BRIDGING REQUIREMENTS** ------------------------- 50000. Q2 K 1.00 1 1.00 2 1.00 • May 21, 1990 PSI. MIN VERT SHEAR= 18471.3 LBS. END REACTION= 73885.1 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 34.6 -84366.-121663. 20.2X .282 15.9+ 5.6B 110.5 -3482.-4829. 2.0X .138 4.2+ .0 47.3 +130419.+225000. 23.4X .375 16.8+ 7.7B TC RYY = 2.078, BC RYY = 2.065, WLEN/(TC RYY) = 132.361 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 41.291 ;l ·:. PURITAN-BENNETT 94·-9-4·32 · LIST 7 G3 . 35DG ·o •• ' ~' . '' '' ' ., ~ . 23' Mq.:y 2-:J,., 199.0 3 II 35G 4N 43.20K ----------------------------------------~---~-~-------------------------------**JOIST GIRDE'.R DESIGN REQUIRE~ENTS** SJI SP;EC$ VULCRAFT ENG DEPT**· ---------------~-----------------~~-------------------~----------------"~---------JOIS.T LEFT END· RGHT END ACTUAL DEFL POINT . DEPTH BS LENGTH SP,ACING . STRUT STRUT . INCHES LOADS 35 .• 00 ·23-3 · 0/0 06-00 0/0 • 5 IN • 5 IN • 48 TL REQ .00 LL t;Loio-cRrTERri;; ~----------------':qOTAL LOAD = O • PLF,, LIVE LOAD :;:: 0 • PLF. LIVE LOAD DEFLECTION SPECI_FIED .1\.S-L/ 3:6,0 . T.OTL LOAD DEFLECTION SPECIFIED AS L/240 1 2\-DD:tTIONAL TC AXIAL LOAD = 9 5 • 0 0 KIPS • CONCENTRATED 43. 2,00 KIP(S) TOTAL AT PP 3 5 7 ;;Bisic ... oiiiENsro;s;; ~----·--~-------------LEFT RIGHT LEFT RIGHT ·wK LENGTH END PANEL 'EN-0 PANEL 22.9167 4-1 1/2. 4-11/2 VAR DIM VAR DIM INTERIOR PANELS 1-6 0/0 .J,.-6 0/0 2 AT 6-O 0/0 ;DEPTH LEFT 35 0/0 ;32 578 _LEFT TC RIGHT TC END PANEL END PANEL 4-1 1/2 4-1 1/2 DEPTH -DEPTH CENTER RIGHT 35 0/.0 3,5. 0/0 .(ACTUAL) 32 ijJ8 32 578 (EFF) .-·----~-~-----------*~TRUSS ANALYSIS** -~-------------~--EFF WEB WEB A-DIM B-DIM 5-7 1/2 5-7 1/2 AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE . IN WEB TdP.CHORD BOT CHORD 1 .o 32~656 -2 -.687 + 114.3·82. 3 -942·5.6. 4 .o ·2 .• 0 ·32. 656 VI· .,ooo -· .o 942'5"6.4 .o 3 · ·4320.0.0 32.656 3 .1. 814 . 7·3,992 •. 1 .o 129974.7 4 .o 32.656 4 -. 9,07 + 3214.9. 3 153786.8 .o 5 4.3200. 0 ,32. 656, V2 .ooo .o 153786.8 .o p .o 32.656 5 .907 ... 32149. 3· .o 177599.0 7 4.3200. 0 3.2. 656 SR -.907 32,149.3 15378·6 .8 .o 8 .o 320656 V3 .ooo ·-.. o. 153786.8 .o 9, .o 32.656 4R .907 .+ 32149. 3 .. · .o 129974.6 10 .o .ooo 3·R -1.814 ,... 7399.2. 1 94256.4 .o 11 .o .ooo V4 .000 ' . . ' • 0 94256.5 .o 12 .o .boo 2R -687 + 114-~82. 4 .o .o ---~-~-~-------~ **C!JORD DESIGN** STEEL FY 5000.0~ PSI ',---------·· --. -· AXIAL AXIAL ·MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD ·sTRESS RATIO RATIO L;END PANEL pp 12567.5 • 418-9 . o· .o .0000 .418-9 L 1END PANEL MP 12567.5 .5562 .o .o .0000 .55p2 L-:VAR PANEL PP• 125q7.5 .4.189 · '.·. o, ' • 0 .0000 • 418'9 L VAR PANEL ·MP 12567.5 • 449'3 .o .o .0000 .4493 . · INT ·pAN-EL PP 23679.9 .7893 ~-... , .. ~O. ~o • 0000 . .7893 . INT PANEL MP 20504 .• 9 • 7721, . RVAR PANEL MP 12567. 5 .. .4493 R VAR PANEL pp .12567. 5 · .. .4189 ·REND PANEL MP 12567. 5 .· ... · .5562 REND PANEL PP :J:2567 .·s .... . 4189 . ---· t ~--:~";." .................. :;_ ,,, -·· 0 .o .• 0 ~Q " .o .o .o . 0 .. .. ..Q.; .. 0 .0000 .0000 .0000 .0000 .0000 . . ' . ' .. ·. ' •, · .. ... -. '' ~. . . .7721 .4493 • 418·9 .5562 .41-89 ',. ~ ...... ... ' . . ~-I, .- , .. , . PURITAN-BENNETT 94-9-432 LIST G3 7 • • May 21, 1990 SEC DESCRIPTION 63 L 4 X 4 61 L 4 X 4 AXIAL-LOAD K 153787. 1.00 177599. 1.00 KL/R 34.7 91.8 I FLRS LENGTH 23-3 0/0 23-2 o,o TC BC X.500 X.438 3772.lDEV 4 .OREQ 0 1581.lREQ TL SEC DESCRIPTION AXIAL STRESS CBRMP BC 61 L 4 X 4 X.438 26810. .8937 L6360 LIVE LOAD DEV= 11709.2 PLF, L/240 LIVE LOAD DEV= 17563.7 PLF T TAL LOAD FOR DEFL = 7362.1 PLF. **END PANEL DESIGN** AXIAL LOAD LEFT 94256.4 RIGHT 94256.5 K 1.00 1.00 KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH 60. 7 O V 60.7 0 V 4-1 1/2 EP VP 6 0/0 4-1 112 EP VP 6 OtO **ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% ----------------------------------- AXIAL SEC FORCE TC 63 95000. LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP **WEB DESIGN** -TENSION AXIAL STRESS 12666.7 AXIAL FORCE 189256.4 189256.4 189256.4 189256.4 272598.9 248786.8 189256.4 189256.4 189256.5 189256.5 STEEL FY= WEB NO DESCRIPTION 2 61 L 4 X 4 X.438 V1 17 Ll-1/2Xl-1/2X.138 3 48 L 3 X 3 X.313 4 27 L 2 X 2 X.188 V2 17 Ll-1/2Xl-1/2X.138 5 31 L 2 X 2 X.232 5R 31 L 2 X 2 X.232 V3 17 L1-1/2X1-1/2X.138 4R 27 L 2 X 2 X.188 3R 48 L 3 X 3 X.313 V4 17 Ll-1/2Xl-1/2X.138 2R 61 L 4 X 4 X.438 --------·----------------**BRIDGING REQUIREMENTS** AXIAL RATIO .3175 AXIAL STRESS 25234.2 25234.2 25234.2 25234.2 36346.5 33171.6 25234.2 25234.2 25234.2 25234.2 50000. PSI. -COMPRESSION -AXIAL BENDING RATIO STRESS • 6324 • 0 .8397 .o .6324 .o • 6782 • 0 .9109 .o .9391 .o .6782 .o .6324 .o .8397 .o .6324 .o MIN VERT SHEAR= END REACTION= Q2 K 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 REQ DEV KL/RAX LOAD AX LOAD 47.0 +114382.+198729. 110.5 -3076.-4829. 40.5 -73992.-91734. 78.7 + 32149.+ 42999. 110.5 -3076.-4829. 79.5 -32149.-33410. 79.5 -32149.-33410. 110.5 -3076.-4829. 78.7 + 32149.+ 42999. 40.5 -73992.-91734. 110.5 -3076.-4829. 47.0 +114382.+198729. TC RYY = 2.078, BC RYY = 2.065, WLEN/(TC RYY) = 132.361 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 41.291 BENDING COMBINED RATIO RATIO .0000 .6324 .0000 .8397 .0000 .6324 .0000 .6782 .0000 .9109 .0000 .9391 .0000 .6782 .0000 .6324 .0000 .8397 .0000 .6324 16200.0 LBS. 64800.0 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 20.5X .375 16.8+ 4.8B 2.0X .138 4.2+ .O 19.9X .250 15.5+ 6.3B 11.5X .188 16.5+ .OB 2.0X .138. 4.2+ .O 11.5X .188 16.5+ .• OB 11.5X .188 16.5+ .OB 2.ox .138 4.2+ .o 11.5X .188 16.5+ .OB 19.9X .250 15.5+ 6.3B 2.0X .138 4.2+ .O 20.5X .375 16.8+ 4.8B ' ', ,, ~-: '-; • •• • ,. ',' / ' :: .... _ .. \···: .. . . . •'' ' ·· · . ·i?URITAN-,-BENNETT · · · ·. · . May. 2·1, 19-9:0. · 94-9-432 'LIST . 7 _ . G4 . -35DG O 2.3' 3'11 35G 4N 43. 20K ;;~oisT~Giioi:i-oi:si<iN-REQuriEiEN-Ts,;;-----_-s:ii"'"s~ics;.. _____ vui:ciiFi-i:NG-oi:j_;i;;~:;. -------~-------------·---.:.;-------~------~--~--..:.----------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH ,$,PACING STRUT' . STRUT·· INCHES LOADS 35.00 23-3 0/0· · 06-00 0/0· .5 IN .5 'IN .51 TL REQ .00 LL ;;£oio..,.ci':cTi:iii;; TOTAir..,.LOAD-:-... ----0 •. PLF, LIV~ LOAD. = 0. PLf. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TO'l1L LOAD DEFLECTION SPECIFIED AS Li'240. I CONCENTRATED 4 3 • 2 ~ 0 KIP ( S )' '.):OTAL ~T PP 3 5 7 ----------------~~-~ **BASIC DIME-NSIO;NS** . LEFT RIGHT LEFT RIGHT . w~2 ~~f i~H . E~~ .1~,~ E~E rA,,~, . Y~-6-D,6,o i~ 6Da7o I~Tf~Io~_PtN~r~ LEFT TC. RIGHT TC END' PANEL END .PANEL. . A..,.DIM . B-DIM 4-1 1/2 4~ 1 1/2 5~ 7 ~/2 5~ ·7 1/2 DEPTH DEPTH DEPTH LE-FT 3,5 0/0 3.2 518 ~~N6,-~ ~§G~jo (ACTUAL) 3·2 5/8 · 32 518 :(EfF) -..,.----------------**TRUSS ANALYSIS'** , --~~~-----~------- PP, 1' 2 3 4' 5 6, 7, . 8' LOAD,.,.LBS . .o .o 432QQ:8 4320·0·. 0 .o 43200.0 · EFF WEB DEPTH MEM 3'2.678 2'. 32.678. VI 32. 678 3 32.678 · · 4 32. 678 V2. 32.678 5· 32. 678.. 5R 32.678 V3 9 ..J;-.• 0 ···O. .o .·o • O· ·32. 678 4R 1·0 11 12 • 0.00 3R • 000 V4. .000 2R **CHORD DESI.GN-** STEEL. FY --~--~--~--~--~- L·END PANEL PP -L END PANEL MP . t -;~ ~~it fu~· INT PANEL PP INT PANEL MP R VAR E~EL MP R VAR PANEL PP REND PANEL MP R .. END PANEL ;t?P . ~. -,. -' . ·, ·~ ·---. . - '. : .'. - AXIAL· . STRESS 1421'9·. 2 14219.2 14219. 2 1421'.9.. 2 2679:1. 9 2319-9.7 14219~2· 1421.9.2 14219,. 2 14219 • .2 . WEB $LOPE -. 688- • 000'. 1 .• 815 .... 908 · .000 •. 90.8 · -.• 90.8 •. o.oo .. • 9-oa --1. 815 .• oob .6·88 5·0000:. AXIAL RATIO .474,0 • 62.·85· .4740 .• 508'2, • 89.3:1 .8745 .5082 • 4.740 .6285 .• 474·0 . _ ... -... AXIAL LD AXIAL LD ·I-N'WEB TOP CHORD + 11432~-. 4 '94.192 .3: -.o 94192 •. 3 739-SO. 4 .o +-3-2:137. 3' 153.682 .1 .• 0'. 153682.1 32137. 3 ~o ... 32137. 3 . 153.682 .1 ;.. .·o· -,153'6'82 .1 ·+ 32137. 3 .o ... 73980.4 9.419'2 .2 . . ~-b 94.19-2 ~ 3 + 114329.5 .o P$I · '.MOMEI'{T BENDING UNI LOAD STRESS • 0' • Q, ~o .o .o .• 0 .. o-. -... .• ,0 ~.O .o .o · .• 0 ..• 0 .o •. o ~o .o .o .. •. 0 ., .o ,, -. ,. . . ~ ,,, . ..... ·- .-'·,,-_-.. , .... , ... :. AXIAL LD BOT CHORD .o .o 129886.2 .o .o 177478.0 .o .. o 129886.1' .o .o .o BENDING COMBINED RATIO RATIO .0000 .• 4,740 .0000 .6285 .0000 .4740 • 00·00 .5082 .0000 • 8-931 · .0000 .• 8745 • 000:0 • 5·082 .0000 ~4740 .0000 .6285 • 0.000 • .4'740 .. ,,. ' .. ~ '·~·, ·.-.... , .. ~ ~ PURITAN-BENNETT 9.4-9-432 LIST G4 7 • •• May 21, 1990 TC BC SEC DESCRIPTION 61 L 4 X 4 61 L 4 X 4 X.438 X.438 AXIAL LOAD K KL/R 153682. 1.00 34.9 177478. 1.00 91.8 I FLRS 3556.8DEV 4 .0REQ 0 1581.lREQ TL LENGTH 23-3 0/.0 23-2 0/0 SEC DESCRIPTION AXIAL STRESS CBRMP BC 61 L 4 X 4 X.438 L/360 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = **END PANEL DESIGN** AXIAL LOAD K KL/R LEFT 94192.3 1.00 60.5 RIGHT 94192.3 1.00 60.5 -------------- 26792. .8931 11040.7 PLF, L/240 LIVE LOAD DEV= 16561.1 7362.1 PLF. FLR WEB TO END BASEL NGM NGM B. DEPTH 0 V 4-1 1/.2 EP VP 6 0/.0 0 V 4-1 1/2 EP VP 6 0/0 PLF **WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 16200.0 LBS. --------------END REACTION= 64800.0 LBS. REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION ~ K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 61 L 4 X 4 X.438 1.00 47.0 +114329.+198729. 20.5X .375 17.2+ 4.8B Vl 17 Ll-1/2Xl-1/2X.138 1 1.00 110.6 -3074.-4822. 2.0X .138 4.2+ .o 3 46 L 3 X 3 X.281 2 1.00 40.3 -73980.-82896. 22.8X .218 15.8+ 7.2B 4 25 L 2 X 2 X.163 2 1.00 78.3 + 32137.+ 37526. 13.3X .163 16.8+ .OB V2 17 Ll-1/2Xl-1/2X.138 1 1.00. 110.6 -3074.-4822. 2.0X .138 4.2+ .o 5 31 L 2 X 2 X.232 2 1.00 79.5 -32137.-33402. 11.5X .188 16.8+ .OB 5R 31 L 2 X 2 X.232 2 1.00 79.5 -32137.-33402. 11.5X .188 16.8+ .OB V3 17 Ll-1/2Xl-1/2X.138 1 1.00 110.6 -3074.-4822. 2.ox .138 4.2+ .o 4R 25 L 2 X 2 X.163 2 1.00 78.3 + 32137.+ 37526. 13.3X .163 16.8+ .OB 3R 46 L 3 X 3 X.281 2 1.00 40.3 -73980.-82896. 22.8X .218 15.8+ 7.2B V4 17 Ll-1/2Xl-1/2X.138 1 1.00 110.6 -3074.-4822. 2.ox .138 ·4.2+ .o 2R 61 L 4 X 4 X.438 2 1.00 47.0 +114329.+198729. 20.5X .375 17.2+ 4.8B -------------------------**BRIDGING REQUIREMENTS** -------------------------TC RYY = 2.065, BC RYY = 2.065, WLEN/(TC RYY) = 133.202 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 41.291 ,. · ·.PURITAN-BENNET.T 94-9-432 LIST -. 7 · G5 ·3:5DG. 0 ...... ,,"'... '' •.. , .. . : ,' '· ... :, __ '> ... "¥' ~:, •, • ~ .. i ~. ~ . w , ' • --·--·--.,, '. ..... . . . : .. May 2·1,. 1990 ·23.'-3 11 . 35G. 4N 43,. 20K ;;joisT-GfioiR-oEsrGi-iiQuiiiiiiNis;;------$;i-si?ics-----.;.vuLciiFi-iNG-oii?T;;-----------~--------------~-----------------------~---------------------------~-JOIST LEF.T END RGH.T END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING . STRUT -S,TRUT . INCHES LOADS 35·.oo 23-3 0/0 · 06-00 0/0 .,·5 IN .5 ·:i:N .57 TL REQ .00 LL ----------------~ **LOAD CRITERIA~* TOTAL:-LOA~-:""----0. PLF, LIVE LOAD -o. PiiF. LIVE, LOAD DEFLECTION SPECI-FIED AS L/ 3·60 TOTI,. L0,2\D· DE;FLECTION SPEC:CF::CED. AS Li'240 CONCENTE.ATEO 4.3. 2 0 0 KIP (S) TOTAL AT PP 3 5· 7 -------------~--------** CONC~NTRAT'.l!:D LOADS'** FROM.LEFT Elil'D BASE LENGTH TOTAL LOAD KIPS LIVE LOAD KIPS .ooo .ooo MOMENT DISTANCE 11-·7 1/2 17-7 i12 PROXIMITY IN INCHES .• 00 .oo FROM . pp LOAD TO PP 5 SUPPORTING WEB MEMBER .TC 1:200 TC 7:.200 _______ ) _____________ _ ... **BA.SI¢' DIMEN:SIONS** --' -------------------------' . · LEFT RIGHT 5, 1 7 WK LENGTH-END PANEL END PANEL 22.9t£7 4-1· 1/2 4-1 1/2 LEFT· VAR.DIM 1-· 6 0/0 .RIGHT VAR DIM INTERIOR PANELS 1-6 0/0 2 AT. 6-O 0/0 LEFT _.TC RIGHT TC END ·PANEL END PANEL . A-D-IM B-DIM 4-11/2, 4-1 1/2 5-7 1/2 _5-7 1/2 DEPTH' DEPTH · DEPTH LEFT · ·CENTER RIGHT 35 0/10 35 0/0 35 0/0 (ACTUAL) 32 5/8 32 578 32 5/8 (EFF) ---~~----~-----~--**TRUSS l\NALYSIS** -----~------------E·FF WEB .WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 32 .• 678 ·2 -.68·8 2 • ,0 ,3·2. 678 Vl • 00.0 3 43200.0 32 •. 678 3 1~815 4 504cm: 8 · 32. 67·8 ,4. -~908 5 ·,32. 67'8 V2 .• 000 6 .o 32 •. 678 5 • 908. 7 50400 ..• 0 32.678 · .5R ·-.908 8 • 0, 32.678 V3· .ooo 9 .o . '3'2. 678 ·4R .908 10 ..• 0 .000 3·R ·. -1.815 11 .• 0 .000 V4 .• 000 12 •. o .ooo 2R • 688 i ,. l--"," ' . . . , ~ ., ' AXIAL. LO AXIAL LO IN WEB TOP CHORD + '.1;2'.3706 ~ 8 1'01917.9 •. o . 1oi-9,11. 9 80048.2 .o + 40045.0 170190.6 .o 170190.6 4.0045. 0 .o -' 34942'-. 0-1739.69 .1 -.o 17396~.1 .+ .3494:2. 0 .o -8·4-.352. 6 i07398.1 .• 0 107$98.2 + 130358.7 .o :, ··;~ .... ' AXIAL LO BOT CHORD " .o .o 140539.4 .o .o 199841.8 .o .o 148096.4 .o .o .o . . ....... ~, ' • • PURITAN-BENNETT 94-9-432 LIST G5 **CHORD DESIGN** LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP 7 STEEL FY AXIAL STRESS 15385.4 15385.4 15385.4 15385.4 30167.9 26262.2 16212.7 16212.7 16212.7 16212.7 TC BC SEC DESCRIPTION 61 L 4 X 4 61 L 4 X 4 X.438 X.438 May 21, 1990 = 50000. AXIAL RATIO .5128 .6800 .5128 .5498 1.0056 .9899 .5794 .5404 .7166 .5404 PSI MOMENT UNI LOAD .o .o .o .o .o .o .o .o .o .o AXIAL LOAD K KL/R 173969. 1.00 34.9 199842. 1.00 91.8 BENDING BENDING STRESS RATIO .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 .o .0000 I FLRS COMBINED RATIO .5128 .6800 .5128 .5498 1.0056 .9899 .5794 .5404 .7166 .5404 LENGTH 23-3 0/0 23-2 0"/0 SEC DESCRIPTION AXIAL STRESS CBRMP 3556.8DEV 4 .OREQ 0 1780.4REQ TL BC 61 L 4 X 4 X.438 30168. 1.0056 L/360 LIVE LOAD DEV= 11040.7 PLF, L/240 LIVE LOAD DEV= 16561.1 PLF TbTAL LOAD FOR DEFL = 8289.8 PLF. **END PANEL DESIGN** AXIAL LOAD LEFT 101917.9 RIGHT 107398.2 K 1.00 1.00 **WEB DESIGN** STEEL FY WEB NO DESCRIPTION 2 63 L 4 X 4 X.500 Vl 17 Ll-1/2Xl-1/2X.138 3 48 L 3 X 3 X.313 4 27 L 2 X 2 X.188 V2 17 Ll-1/2Xl-1/2X.138 5 3.3 L2-1Z2X2-1Z2X.197 5R 33 L2-1Z2X2-1Z2X.197 V3 17 Ll-1"/2Xl-1"/2X.138 4R 25 L 2 X 2 X.163 3R 54 L3-1/2X3-1/.2X.344 V4 17 Ll-1"/2Xl-1"/2X.138 2R 63 L 4 X 4 X.500 KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH 60.5 0 V 4-1 1/2 EP VP 6 0/0 60.5 O V 4-1 ~"/2 EP VP 6 0"/0 -50000. PSI. MIN VERT SHEAR= 18471.3 LBS. Q 2 1 2 2 1 2 2 1 2 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 END REACTION= 73885.1 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 47.3 +123707.+225000. 22.2X .375 17.2+ 7.7B 110.6 -3479.-4822. 2.ox .138 4.2+ .o 40.5 -80048.-91723. 21.5X .250 15.8+ 6.3B 78.8 + 40045.+ 42999. 14.4X .188 16.8+ .OB 110.6 -3479.-4822. 2.0X .138 4.2+ .O 62.6 -40045.-40169. 14.4X .188 16.8+ .OB 62.6 -34942.-40169. 12.6X .188 16.8+ .OB 110.6 -3479.-4822. 2.0X .138 4.2+ .O 78.3 + 34942.+ 37526. 14.4X .163 16.8+ .OB~ 34.6 -84353.-121652. 20.2X-.282 16.2+ 5.6B 110.6 -3479.-4822. 2.0X .138 4.2+ .O 47.3 +130359.+225000. 23.4X .375 17.2+ 7.7B -------------------------**BRIDGING REQUIREMENTS** -------------------------TC RYY = 2.065, BC RYY = 2.065, WLEN/(TC RYY) = 133.202 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 41.291 ,;· ...•.. . . ' . ~. ' . ' :·--·· '. . . PURITAN-BENNETT . 94-9-432 LIST ·7 ·G6 . 3-5-DG O· · Ma;y .21, 199.0 23' 3 11 35G ·4N 4.3. ~OK ----------------------~-'-~------------·--:------~~--------~---~----------------------**JOIST GIRDER DESIGN REQUIREME~TS** SJ~ SPECS VULCRAFT ENG DEPT** ------~~·--------------joisT-~---i:EFT-ENo-RGHT-EN~:------~--iciuii:-oi:ri:-PoiNT __ _ DEPTH BS LENGTH SPACJ;NG S.TRUT S'rRUT . . INCHES LOADS 35.·00 ~3..., 3 0/0 06-0.0 0/0 .5 IN· .·5 .IN .51 TL REQ ~oo LL ---------r------~-- ' ·*·*·LOAD C;R;I:TERIA*·* -~--~------~---~-TOTAL LOAD == 0 .• PLF,. Ll'.VE LOAI). = O • PL:Jr. -I ' • ,. LIVE LOAD DEFLECTION SPECIFIED AS L/ 3'6'0 TOTL LOAD DEFLECTION SPECIFIED AS L"/240 ADDIT[Ol'JAL TC A~IA~ LOAD = 55. Ob, KI.PS. CONCEN'rRATED 43 •. 200· KIP(S) TOTAL AT PP· .3 5· 7 ------~-------~-----' **BAstc· DIMENSIONS** ---~----1-------------RIGHT LEFT . RI~HT .. WK LENGTH .END PANEL END PANEL 22. 9.1:67 .4-l 1/2 4-. 1 1./2 LEFT __ VAR DIM- 1-6 0/0 VAR .DIM INTERIOR PANELS 1~ 6.0/0 2 AT 6-0 0/0 LEFT TC RIGHT· TC END PANEL END. PANEL A-DIM B ... D!IM 4-1 _1/2 4-l, l/2· 5-7 .1/2 5-7 ·112 DEPTH. DEPTH DEPTH :LEFT · CENTER· RIGHT . 35 0/0 35 0/0 35 0/.0 (ACTUAL) 32 518 . 32 5"/8 32 5"/'8 · (EFFJ .. **TRass·-iiii:isi;;; ------------------ pp 1 2 3 4 5 6 7 8 9. 10 11 12 LOAD-LBS .. • 0 ' • 0 _:43200. 0 " .•. o . 4320'0. O . o/l • 0 ,43200:8 .O' .o .o • o -' . -. EFF DEPTH 32.678 32.678 32.678 32.618 3.2.678. . 3'2.678 32.678 3'2. 678 3'2-.-678 .. ooo ·• 000 • ooo. ----------------• ' I . WE-B MEM ·2 Vl 3 4 V2 5. :5R 'V3 4R 3-R V4 :2R . WEB. SLOPE -.688 .•. Q():0 1 .• a1·5 -~908 .000 .9b8 -.908 · .ooo .908 -1.815 .000 .688 **CaORD DESIGI'J** STEEL :JrY = 5'0000. AXIAL_LD IN WEB· + 114329.4 -. .-o 7398.Q ~ 4 .+ · 32137. 3 • o. .... 3213.7 ~ 3 32137.3-.. • 0 . + 32137. 3. 73980. 4. ---• 0 + .114329. 5. PS.I AXIAL LD TOP ,CHORD' ·94192. 3 94192.3 ;o i~~~~~:l ,.,i · ·o ;153682: 1 153-6·82 ~ 1 • 0 ,. 9419:2.2 94192.3 .o AXIAL LD BOT CHORD .o • 0 . 129886.2 .o .o 177478.0 .o .o 129.886.1 .o .o .o AXIAL AXIAL MOMENT UNI LOAD B~~~i~~ BENDING COMBINED STRESS RATIO· 14219.2 .474.0. ,. L END PANEL-. PP Ii END· PANEL' MP'. .t VAR PAN'E.L PP L VAR PANEL MP' 14219. 2 , . ..6285 · 14.219:. 2 · ~ 4740 ·· INT' PANEL PP· INT PANEL MP 1.42.19. 2 ~ 50-82 26791~9 .8931 23199 .7 .• 87 45 · R VAR PANEL MP R .VAR. PANEL PP . REND PANEL MP. · · ·R .END P,ANEL PP . 14219. 2 • 508'2 14219 .• 2 . ,. ,, .4740 ,. 142.lQ. 2 . :· •. 9285 14 2'19 • 2 , , · . , • 4'7 4 0 4 -~, .,._ • .< ' ... , , ,, ·-. ~ ,. ,. ;,.-, .···: :.~~·.:.: -·M< <:::~~ ,:, . ~ :> .;:~~:~,, .'.:-. ;;i , ' . . -. -.... , ........ _ ......... . . --,,. ...... -~ .-~ ..,~ ·-.-:...··.' ---~~-. •• :-·· ,... ~ ·, ~ •• <..' .. , ~,t_: ',,·· .. · .. ;., .. _·, ......... ;:; __ ,.___ ., ;( . · ..... , .. ' ----~ ~,-· ~ • -· 4 1"",· ..... . '. ',' '·--... ·.':!. : . ' . ·,: ·:·-:.:. - . • 0 • 0 . .. 0 .o .o .o .o . ; 0 . : 0 • o .. • ·'I> •• '• . ."' :...· i:-' . • 0 .o .• 0 .o • o· .o ·• 0 .o .o .o ;-.. -.... :· ' .. : ,·_:, " . ' .. . -,; ... RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 RATIO .4740 ~ 6'285 .4740 • 508.2 • 893.1 .8745 • 5'082 .• 474,0 • 6285· .• 4740 · •• •• PURITAN-BENNETT 94-9-432 LIST G6 TC BC SEC DESCRIPTION 61 L 4 X 4 61 L 4 X 4 SEC DESCRIPTION 7 X.438 X.438 May 21, 1990 AXIAL LOAD K KL/R 153682. 1.00 34.9 177478. 1.00 91.8 AXIAL STRESS CBRMP I FLRS 3556.8DEV 4 .OREQ 0 1581.lREQ TL LENGTH 23-3 0/0 23-2 0/0 BC 61 L 4 X 4 X.438 L/360 LIVE LOAD DEV= TbTAL LOAD FOR DEFL = 26792. .8931 11040.7 PLF, L/240 LIVE LOAD DEV= 16561.1 7362.1 PLF. PLF **END PANEL DESIGN** AXIAL LOAD LEFT 94192.3 RIGHT 94192.3 K 1.00 1.00 KL/R FLR WEB 60.5 0 V TO END BASEL NGM NGM B. DEPTH 4-1 1/.2 EP VP 6 0/.0 60.5 O V 4-1 1/2 EP VP 6 0/0 **ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% -TENSION -AXIAL SEC FORCE TC 61 55000. LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 8302.7 AXIAL FORCE 149192.3 149192.3 149192.3 149192.3 232478.0 208682.1 149192.2 149192.2 149192.3 149192.3 AXIAL RATIO .2081 AXIAL STRESS 22521.9 22521.9 22521.9 22521.9 35094.7 31502.5 22521.9 22521.9 22521.9 22521.9 -COMPRESSION -AXIAL BENDING RATIO STRESS .5645 .o .7484 .o .5645 .o • 6052 . 0 .8796 .o .8928 .o .6052 .o .5645 .o • 7484 • 0 • 5645 . 0 BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .5645 .7484 .5645 .6052 .8796 • 8928 · .6052 .5645 .7484 .5645 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 16200.0 LBS. WEB NO DESCRIPTION 2 61 L 4 x· 4 X.438 Vl 17 Ll-1/2Xl-1/2X.138 3 46 L 3 X 3 X.281 4 25 L 2 X 2 , X.163 V2 17 Ll-1/2Xl-1/2X.138 5 31 L 2 X 2 X.232 5R 31 L 2 X 2 X.232 V3 17 Ll-1/2Xl-1/2X.138 4R 25 L 2 X 2 X.163 3R 46 L 3 X 3 X.281 V4 17 Ll-1/2Xl-l/2X.138 2R 61 L 4 X 4 X.438 -------------------------**BRIDGING REQUIREMENTS** ------------------------- Q 2 1 2 2 1 2 2 1 2 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 END REACTION= 64800.0 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 47.0 +114329.+198729. 20.5X .375 17.2+ 4.8B 110.6 -3074.-4822. 2.0X .138 4.2+ .O 40.3 -73980.-82896. 22.8X .218 15.8+ 1.2B 78.3 + 32137.+ 37526. 13.+3X .163 16.8+ .OB 110.6 -3074.-4822. 2.ox .138 4.2+ .o 79.5 -32137.-33402. 11.5X .188 16.8+ .OB 79.5 -32137.-33402. 11.5X .188 16.8+ .OB 110.6 -3074.-4822. 2.ox .138 4.2+ .o 78.3 + 32137.+ 37526. 13.3X .163 16.8+ .OB 40.3 -73980.-82896. 22.8X .218 15.8+ 7.2B 110.6 -3074.-4822. 2.ox .138 4.2+ .o 47.0 +114329.+198729. 20.5X .375 17.2+ 4.8B TC RYY = 2.065, BC RYY = 2.065, WLEN/(TC RYY) = 133.202 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 41.291 ·. ·.--:,·:_" " •.. ' . • ••• PURITAN-BENNETT May 21., ;I.990 94,...9,.... 432 LIS'T 7 GT . 35DG" 0 23' 3·11 35_G.4N 43.20K _ I • , r , ----~---------~------~-~---~----~-----~--~----------~-------------------------~-**JOJ;:ST GIRDER DESIGN REQUIREMENTS** SJI SPEGS· VULCRAFT ENG DEPT** ----~----------.,..,.-----~o.isi~---~LEFT-iNo-RGHT-iNo ______ .,. __ iciuii:-oiFi:-PoiiT ... -- DEPTH BS LENGTH SPACING STRUT· STRUT INCHES LOADS 35.00 23-3 0/0 06-0.0 0/0 .s· IN :5 IN .51 TL REQ .00 LL ' . -----------------**LO~D CRITERIA** ----·-------~------TOTA:,L LOAD = 0. PLF., LIVE LOAD = 0. PLF. LIVE'. LOAD DEFLECTION SPECIFIED AS L/3'60 TOTL LOAD DEFLECTION SPECIFIED AS L"/ 2·4 0 A·t>:orTIONA~ TC ,AXIA:J:, LOAD = 28. 00 ·KIPS .. CONCENT!¼TED. 43 .200 KIP(~) T.OTAL AT PP' 3 5 7 ---~-----~----------**B~SIC .DIMENSIONS** ---~~------~~~-~-~-~ LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL· 22.9167 4-1 1/2 4~ 1 i12 LEFT VAR DIM 1-,, 6 0/0 VAR DIM INTERIOR PANELS 1-;6 0/0 2, AT 6-0 0/0 LEFT TC RIGHT TC, END PANEL END PANEL. 4-1 1/2 4-1 1/2 A-DIM B-DIM 5-7 .1/2 5-7, 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 35' 0/.0 32,5"/8 35 0/0 ~5 0/0 (ACTUAL) 32 518 32 5"/8 (EFF) -----~---------~--**Tl;{USS ANALYSIS** -------~--~------- PP · LOAD-LBS 1 • 0 2 .o 3 : 43200,.,Q 4 .• O 5 · 43200. 0 6 . • 0 7 · 43200. 0 · 8 • 0 EFF DEPTH ~2. 67_8 32.678 32.678 32.678 32.678 32.678 ,32. 678 32.678 WEB MEM. 2 Vl 3· 4 V2 5 5R V3 ,9 ~' .• 0 .. 10 .• 0 · 11 .o 12. • 0 .32.678. .000 .o.oo .-000 -4R .3R V4 2R ~---------------**9HORD DESIG~** ----------~----- L ·END PANEL PP , LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL. PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP R ·.END PANEL MP· R ;END PANEL·PP STE·EL :FY AXIAL $TRESS 14219 .,2 14219.2 ·1421-9. 2 14219.2 2·6791. 9 23199.7 14219,.2 ,14219.2 14219. 2' 14219.2 .. :,.,.:,,· .... ·. -: .. p. -tr·: ··~ . . . WEB .SLOPE -.688 .000 1. 8,15, -.908' • o·oo .908 -.908 • 000. -• 908 . .... 1 .. 815 .ooo .688 -500'00. AXIAL -RATIO .4740 • 628·5 · .4740 .5082 •.• 8931 .8745 .5082 AXIAL LD IN. WEB' + 114329.4 . . .• O· ·-· 739:ao •. 4 + 3213·7. 3 ~-0 -.;,,; 32137. 3 , -,,, , 3:213·7. 3 ' ~ 0 .. + 3 213 7 .• , 3 - .. 73:980. 4 .o .+ 11,4329.5 PSI MOMEN.T UNI LOAD ' .Q • ,0 . • 0 .o .·o .... ~-0 -~aiA~H~~D 9419;2. 3 9419'2 .3 . .o 153682.1 15·3682 .1 :. 0 15,3682 .1 153,68'2 .1 ' .o ·94192. 2 94192.3 .o BENDING STRESS .o .o ·.O .o .o .o .o -, .• 4740 ..... • 62'85. .o . . • O· . , 0 > ~-0 .. • 0 . -• 0 ·, . , . 4 7 4,0 -. ' • 0 . ' .... '·-' ,.' -. ·. ~ .. , ~-. . '~, . -· . ' , ~ . . . ' ' -. - AXIAL LD BOT CHORD .o .o 129886.2 .o .o 177478.0 .o • 0 .. -129886.1 .o .o .o BENDING COMBINED RATIO .0000 .0000 .0000 .0000 .0000 .0000 .booo .0000 .0000 .0000 RATIO .4740 • 6.285 • 4·74.0 .5082 .8931 .8745 .5082 -• 4740. . 628·5 · .4740 , 1::: n • r ;..·;~.. • , -_ ·. . ' ----~ :~ ·:-~-.. -, ,. : . ~ .. : .... ,.., -• • • • ' : ~... :, .... ,,. l ,<4, PURITAN-BENNETT 94-9-432 LIST G7 TC BC SEC DESCRIPTION 61 L 4 X 4 61 L 4 X 4 7 • May 21, 1990 X.438 X.438 AXIAL LOAD K 153682. 1.00 177478. 1.00 KL/R 34.9 91.8 SEC DESCRIPTION AXIAL STRESS CBRMP BC 61 L 4 X 4 X.438 26792. .8931 • I FLRS 3556.8DEV 4 .0REQ 0 1581.lREQ TL LENGTH 23-3 0/0 23-2 0"/0 L/360 LIVE LOAD DEV= 11040.7 PLF, L/240 LIVE LOAD DEV= 16561.l PLF TbTAL LOAD FOR DEFL = 7362.1 PLF. **END PANEL DESIGN** AXIAL LOAD LEFT 94192.3 RIGHT 94192.3 K 1.00 1.00 KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH 60. 5 0 V 60.5 O V 4-1 1/.2 EP VP 6 0/.0 4-l 1"/2 EP VP 6 0"/0 **ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% SEC TC 61 AXIAL FORCE 28000. -TENSION -AXIAL STRESS 4226.9 AXIAL RATIO .1059 LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP **WEB DESIGN** AXIAL FORCE 122192.3 122192.3 122192.3 122192.3 205478.0 181682.1 122192.2 122192.2 122192.3 122192.3 STEEL FY= WEB NO DESCRIPTION 2 61 L 4 X 4 X.438 Vl 17 Ll-1/2Xl-1/2X.138 3 46 L 3 X 3 X.281 4 -25 L 2 X 2 X.163 V2 17 Ll-1/2Xl-l/2X.138 5 31 L 2 X 2 X.232 5R 31 L 2 X 2 X.232 V3 17 Ll-1/2Xl-1/2X.138 4R 25 L 2 X 2 X.163 3R 46 L 3 X 3 X.281 V4 17 Ll-1/2Xl-1/2X.138 2R 61 L 4 X 4 x,.438 -------------------------**BRIDGING REQUIREMENTS** ------------------------- -COMPRESSION -AXIAL AXIAL BENDING STRESS RATIO STRESS 18446.0 .4623 .o 18446.0 .6130 .o 18446.0 18446.0 31018.8 27426.6 18446.0 18446.0 18446.0 18446.0 50000. Q K 2 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 .4623 .o .4957 .o .7774 .o .7773 .o .4957 .o .4623 .o .6130 .o .4623 .o PSI. MIN VERT SHEAR= . END REACTION= REQ DEV KL/RAX LOAD AX LOAD 47.0 +114329.+198729. 110.6 -3074.-4822. 40.3 -73980.-82896. 78.3 + 32137.+ 37526. 110.6 -3074.-4822. 79.5 -32137.-33402. 79.5 -32137.-33402. 110.6 -3074.-4822. 78.3 + 32137.+ 37526. 40.3 -73980.-82896. 110.6 -3074.-4822. 47.0 +114329.+198729. TC RYY = 2.065, BC RYY = 2.065, WLEN/(TC RYY) = 133.202 ·woRKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 41.291 BENDING COMBINED RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 16200.0 LBS. 64800.0 LBS. RATIO .4623 .6130 .4623 .4957 .7774 .7773 .4957 .4623 .6130 .4623 REQ FILLET AVBL WELD SIZE WELD SLOT 20.5X .375 17.2+ 4.8B 2.0X .138 4.2+ .0 22.8X .218 15.8+ 7.2B 13.3X .163 16.8+ .OB 2.ox .138 4.2+ .o 11.5X .188 16.8+ .OB 11.5X .188 16.8+ .OB 2.0X .138 4.2+ .0 13.3X .163 16.8+ .OB 22.8X .218 15.8+ 7.2B 2.0X .138 4.2+ .0 20.5X .375 17.2+ 4.8B :· ' .. PURITAN --BENNET.T 94-9-432 LIST 7 G-9 . . 3·5DG· . O . , ',•'. .-.•. · ... 23' / ' . ·:··-·· ' . May 21., 1990 .3 II 3!;,G 4lf 21. 60K, ;:;Joisi-c;iiioiR-oisic;i--iiiQuiiiiMiNTs;;_--~----sJi'""si?ics---~--vui:cRiFi-iic;-iiii?i;;---~----------~---------Joisi _____ LEFT-ENo~RGHi~iNo _________ iciuii:-oiFi:-i?oiNi __ _ 'oEFTH BS LENGTH $PACI-NG STRUT ·STRUT. INCHES LOADS ·35.00 23-3. 0/0. 06-oo· 0/0 .5 IN .5 IN .48 TL REQ .00 LL ------------------*,*LOAD C:,RITERIA** -----------------. . TPTAL LOAD == ·b • PLF, LIVE-L0,2\·D -,0 • · P:t.F. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL ;LOAD DEFLECTION SPECIFIED AS I,,/24.0 'ADDI':j:'IONAL, TC AXIAL LOAD·= 95.00 t(IPS. ** CONCENTRATED LOADS**· FROM LEFT END BASE LENGTH -----~~------:i-----------TOTAL LOAD LIVE LOAO MOMENT PROXIMITY FROM LOAD SUPPORT.ING KIPS KIPS DISTANCE IN INCHES pp TO pp WEB MEMBER TC 21.600 .000 11-7 1/.2 .-oo 5 5 TG 21 •. 600 .000 17.,.. 7 1,2 ~00 7 7 ;~BA$I-G-DIMENSiois** -----~--------------' LEFT RIGHT . RIGHT WK LENGTH END PANEL END PANEL 22. 9167 4-1-1/2 4-~ 1/2 LEFT VAR DIM 1-6 0/0 VAR· DIM INTERIOR PANELS l:.;. 6 -0/0 2 AT 6-0 0/0 LEFT.TC RIGHT TC END PANEL END PANEL 4~ 1 1/2 4-1 1/2 DEPTH DEPTH .CENTER RIGHT· DEPTH LEFT 135 0/0 32 3/4 35 0/0 35 0/0 (ACTUAL) 32 314 32 314 (EFF) ----~-----~------~ **TRUSS ANALYSIS**· -~~~-------------~ EFF WEB.« W-E·B pp LOAD-LBS DEPTH MEM~ SLOPE .1 .o 32.701 2 -.688 -2 .o ,3-2.701 V.1 · .oo.o 3 21600.0 32.'701 3 1.817 4 .o 32. 70'1 4 -.908 5 43-200. 0 32. 701 -V2 • 000 6 .o 32.701 5· ~908 7, 43200·. 0 3·2 ~ 701 5R -.908 8 ~-0 32. '.70'1 V3 .000 9, .o 32~'701 4R .908 10 .o .ooo 3R -1.817 11 .o .000 V4 . ooo 12: i .o .000 ~R .688 A-DIM B-DIM 5-7 1/2 5-7 1/2 AXIAL-.LD AXIAL LE> IN WEB ,TOP CHORD + 8525"6. 4 7022-4. 2 --: .,o 7·0224. 2 · 55184 .'9 .o + 39776.6 126278.7 .o 126278.7 :"'" 39776.6 .o ~447~.4-137606.3 .• 0-,. 137606.3 + 24473.4 .o ... 68095.8 86653.6 , .• 0 '86653. 6 + 1052-oi. 7 .o .-: .:.' : ~ . . ~ ....... ·--~.~~ ·::-.~-. :-· -;:: · .. · .. ~ -~-.. , .. •:., ,·: ' .. ·t'. ' ' . ' ' ,' ,.., ___ . -~-'.' ' . -~,--~.r-:· ' ,' • ,Id~ ..,. --~ .. ,-,,·- AXIAL LD, BOT CHORD .o .O· 96835.5 .. o .o 155721.9 .o .o 119490.8 .o .o .o • • PURITAN-BENNETT 94-9-432 LIST G9 7 May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 10601.0 10601.0 10601.0 10601.0 23507.6 20772.9 13081.1 13081.1 13081.1 13081.1 TC BC SEC DESCRIPTION 61 L 4 X 4 59 L 4 X 4 X.438 X.375 AXIAL RATIO .3534 .4685 .3534 .3789 .7836 .7830 .4675 .4360 .5782 .4360 AXIAL LOAD . 137606. 155722. MOMENT UNI LOAD .o .o .o .o .o .o K 1.00 1.00 .o .o .o .o KL/R 34.9 91.4 BENDING STRESS .o .o .o .o .o .o .o .o .o .o BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 I FLRS COMBINED RATIO .3534 .4685 .3534 .3789 .7836 .7830 .4675 .4360 .5782 .4360 LENGTH 23-3 0/.0 23-2 o,o SEC DESCRIPTION . AXIAL STRESS CBRMP 3300.6DEV 4 .OREQ 0 1388.3REQ TL BC 59 L 4 X 4 X. 375 27230. • 9077 L/360 LIVE LOAD DEV= 10245.6 PLF, L/240 LIVE LOAD DEV= 15368.4 PLF TOTAL LOAD FOR DEFL = 6464.1 PLF. **END PANEL DESIGN** AXIAL LOAD LEFT 70224.2 RIGHT 86653.6 K 1.00 1.00 KL/R FLR WEB 60.5 0 V 60.5 0 V TO END BASEL NGM NGM B. DEPTH 4-1 1/2 EP VP 6 0/0 4-1 112 EP VP 6 010 **ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% ------------------------------------TENSION -AXIAL AXIAL SEC FORCE STRESS TC 61 95000. 14341.1 AXIAL FORCE LEND PANEL PP 165224.2 LEND PANEL MP 165224.2 L VAR PANEL PP 165224.2 L VAR PANEL MP 165224.2 INT PANEL PP 250721.9 INT PANEL MP 232606.3 -R VAR PANEL MP 181653.6 R VAR PANEL PP 181653.6 REND PANEL MP 181653.6 REND PANEL PP 181653.6 --------------**WEB DESIGN** STEEL FY = -------------- WEB NO DESCRIPTION 2 48 L 3 -X 3 X.313 Vl 17 Ll-1/2Xl-1/2X.138 3 39 L2-112X2-112X.250 4 27 L 2 X 2 X.188· V2 17 Ll-lf.2Xl-1/.2X.138 5 33 L2-112X2-112X.197 SR 27 L 2 X 2 X.188 V3 17 Ll-1/2Xl-1/2X.138 4R 27 L 2 X 2 X.188 AXIAL RATIO .3594 -COMPRESSION -AXIAL AXIAL BENDING BENDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .6251 .8289 .6251 • 6702 , .9486 .9952 .7369 .6873 .9113 .6873 STRESS RATIO STRESS · 24942.1 .6251 .o 24942.1 .8289 .o 24942.1 .6251 .o 24942.1 .6702 .o 37848.7 35114.0 27422.3 27422.3 27422.3 27422.3 50000. Q K 2 1.00 1 1.00 2 1.00 2 1.00 ·1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 .9486 .o .9952 .o .7369 .o .6873 .o .9113 .o .6873 .o PSI. MIN VERT SHEAR= 14913.8 LBS. END REACTION= 59655.3 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 62.6 + 85256.+106802. 22.9X .250 17.9+ 6.3B 110.7 2752.-4815. 2.0X .138 4.2+ .O 48.5 -55185.-58381. 19.8X .188 15.4+ 7.lB 78.8 + 39777.+ 42999. 14.3X .188 16.8+ .OB 110.1 -2752.-4815. 2.ox .138 4.2+ .o 62.6 -39777.-40163. 14.3X .188 16.8+ .OB 78.8 -24473.-27595. a.ax .1aa 16.a+ .OB 110.1 -21s2.-4815. 2.ox .138 4.2+ .o 78.8 + 24473.+ 42999. 8.8X .188 16.8+ .OB I .. . ·'· . ' ······;•::.·. ' . . ' .. . ' -. ' ' ~ ·-' , •' , .. • •• ·, . ' . ~ PURITAN-BENNETT . 94;..9-: · 432 . LIST May 21, 1990 G9. . **WEB DESIGN** STEEL FY= -:--~-----~----- WEB NO· DESCRIPTION . 3R 46 L 3 X 3 X.2.8.1 . V4 17 Ll-l/2X1~1/2X.138 2~ 57 L3-1/2X3~11/2X.375 . --·--..;.-~~~~----,~~---------**B.RIDGING REQUIREMEN'.ra ** -~-~--~--------·~---~-------- 500.0.0.· .. Q K 2, 1. 00 1 1.00 2 1.00 ~SI. . Mii~gEIIA~!!~~ : ; ~i!-~iii!Etil~BL KL/I{ "AX LOAD ~X LOAD WELD SIZE WELD SLOT 40.a -68096j-82886. 21.0X .218 15.8+ 7~2B 110.1 ~ 2752.-4815i 2.ox .138 4.2+ .o· . 53. 7 +1052,03. +1490$3. 22. 7X • 313 17. 5+ 5 .• SB TC RYY::;:: 2.06:5, BC.RYY =. 2.-051, WLEN/(TC RY¥} = -13;:3 •. 2:02 ~~!~i ~~~gJMG =F0~2'B6:t ~iJ~ES = 41.·0'2 9 ---r~---~-~---~~----~--~- .- ·1, ....... ,.\ .. ., ·'. ••'I • • ,,.,···· .. ,, ,,' ; •• ,,' • ':: ~ 1· ' ·,-·. ...,_ . ·,.. . . ,: . r:.-;-:-'..-.. , ... , ... , : ·.,i ,· ... ..., .. ·;;·;~·-: ~··--· ..... -:, ~·.: -. . . ' . \ • • PURITAN-BENNETT May 21, 1990 94-9-432 LIST 7 GlO 35DG O 23' 3" 35G 4N 21.60K ------------------------------------------------------------------------------'**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 35.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .51 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 21.600 KIP(S) TOTAL AT PP 3 5 7 ----------------------** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH ----------------------TOTAL LOAD LIVE LOAD MOMENT PROXIMITY FROM LOAD SUPPORTING KIPS -KIPS DISTANCE IN INCHES pp TO PP WEB MEMBER TC 6.900 .000 11-7 1/2 .00 5 5 TC 21.600 .ooo 17-7 1,2 .oo 7 7 **BASIC DIMENSIONS** NOTE: DIMENSIONS DEFINED-- LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 22.9167 3-7 1/2 3-7 1/2 SPECIAL LEFT VAR DIM 2-0 0/0 VAR DIM INTERIOR PANELS 2-0 0/0 2 AT 6-0 0/0 LEFT TC· RIGHT TC END PANEL END PANEL 3-7 1/2 3-7 1/2 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 35 0/0 33 0/0 35 0/0 33 0/0 35 0/0 33 0/0 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .. .o 32.996 2 -.795 2 .o 32.996 Vl .ooo 3 21600.0 32.996 3 1.375 4 .o 32.996 4 -.917 5 28500.0 32.996 V2 .ooo 6 .o 32.996 5 .917 7 43200.0 32.996 5R -.917 8 .o 32.996 V3 .ooo 9 .o 32.996 4R .917 10 .o .ooo 3R -1. 375 11 .o .000 V4 .ooo 12 .o .ooo 2R .795 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 65870.7, 51559.5 .o .o 51559.5 .o 50691.8 .o 81377.1 + 28703.8 102537.2 .o .o 102537.2 .o 28703.8 .o 123697.4 13475.6 113763.3 .o .o 113763.3 .o + 13475.6 .o 103829.2 64677.7 65784.9 .o .o 65784.9 .o + 84044.6 .o .o '· ••• _' _.-' -.. ' c., •. , ' . PURITAN-BENNETT 94~9~ 432 LIST 7 GlO -----~~~----~~-- May 21., 1990 **CHORD DESIGN** STEEL FY= 50000 • AXIAL RATIO .3753 .4967 .3753 • 42:44 .9004 .9563 .541S: . PSI MOMENT. -----~---AXIAL STRESS LEND-PANEL PP 11259.2 L END· PANEL MP 11259 •. 2 L VAR PANEL PP 112·59. 2 L VAR.PANEL MP 11259.2 INT. PANEL PP · 2 7 012 •. 1 IN!!' PANEL MP 24.84-2. 8 R 'VAR PANEL MP 14-365.6 R VAR: PANEL PP 143·65.6 R END. PANEL .MP 14365. 6 R END; ;l?ANEL PP 143.65-. 6 SEC DESCRIPTION TC 51 L3~1J2X3-1/2X.344 BC 54 L3-1/2X3-l/2X.344 • 478·9 • 6.337 .4789 UNI-LOAD •. ·O .·o .o .• 0 .o .·o .o • o. • 0-,. 0 AXIAL LOAD K KL/R ·1· 1· 3· 76" ·3. -1 .• 00 38. 9 12 369'7. l; o.o 104. 6 BENDING BENDING ·sTRESS RATIO -• d • 0000 /0 • 0000 .o .0000 .o .0000 .o .0000 .o .0000 .• o .0000 .o .0000 .o .0000 .o .0000 I FLRS COMBINED RATIO .37'53 .4967 .3753 .4244 - .9004 .9563 .5415 •. 4 7,89· .6337 .4789 LENGTH 23-3 0/.0 23-2 01/"0 SEC DESCRIPTION AXIAL ,$TRESS CBRMP 2503.6DEV 4 . -• OREQ O 1112.SREQ TL BC ~4 . L3-1/2X3-1/2X. 344 -2·7012. .,90.04- L/360 LIYE LOAD DEV= 1771.4 PLF, L/240 LIVE .LOAD DEV= 11657.1 PLF TbTAL LOAD. FOR DEFL = 5181. 2 PLF. · ----------------*'!-'----**END PANEL DESIGN~* ----~--~--~--+---~-~ .AXIAL LOAD LEFT: .51559. 5 RIGHT 65784.9 K KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH 6 0/0 6 0/0 1.00 60.3 o V 1.00 60.3 0 V ·3-7 1/2 -EP VP 3.-7 1/2 EP VP _..;,._~~---------**WEj3 DESI(;N** S-TElsL FY = 50oo·o. PSI. MIN VERT SHEAR= . ·E.ND. REACTION = ----,"!"8----~---~ WEB NO DESC·RIPTION 2 4.6 L 3 X .. 3 X. 281 Vl :17 Ll-1/2X1-1/2X.13'8 3 . 39 L2-1Z2X2-1Z2X. Z2'.50 4. ·.20 Ll-1Z2Xl-1Z2X.170. v2 ;17 L1-112x1~112x.13a 5 · 2 9 L , 2 X 2 . X. 213 5R 25 L 2 X 2 X.163 V3,17 Ll-1/2Xl-1/2X.138 4'R, 17 Ll-1Y2X1~1/~X •. 138 · 3R 46. L. .3 X 3 X •. 281 V4: 17. Ll .... 1/2Xl,-·1/.2X.138 2R;54 L3~1f2X3~1/2X.344 **BiroGrNG-Ri~urREMEN!rs-** _ REQ DEV Q K "!-{.L/R A,X LOA,D AX LOAD 2 1 .• 00 57.3 + 65871.+ 9-6422. 1 1~00 llli7 -2275.~ 4729. 2 1.00 53.0 -50692.~ ~fi697. 2 1.00 106~4 +· ~8704.+ 28866. 11.00 llld7 -2275.~ -4729. 2 1~00 79.6 -28704.-30815. 2 1.00· 78.7 --19353.-23.406. 1-1.00 111~7 -2275;-4729. 2 1~00 105.4 + 19353.+ 2~697. 2 1~00 44.1 -6•678.~ 81153. -1 1 •. 00 111,.7 -2275·.-· 4.729. 2 1.00 49.2 + 84945.~13738~. ---~---------------------TC RYY = . 1.8.49, BC EY~ = 1.849; WLEN/(TC '.RY:Y) = 148.7°54 WORKING LENGTH = _ 22 .·• ·917 FT · · MA~IMUM SPACING .. FOR BC . BRAC:ES = 3 6. 9 7 4 NOTE;--BC-GOVERNED-BY-W2/W2R ·. GUSSET . PLATE (S) . '_•, 13076.3 LBS. 52305.3 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 20.3X .218 14.9+ 7.2B 2.ox .138 4.z+ .o 18.2X .188 13.8+ 7.1B 11.4X .170 14.7+ .OB 2.ox .138 4.2+ .o 10 .• 3X .188 14. 7+ • OB a.ox .1~3 14.7+ ;OB 2.ox .138 4.2+ .o 9.4X .138 l4i7+ .OB 19.9X .218 14.1+ 7.2B 2.ox .138 4.2+ .o 20.lX .282 14.7+ 5.6B v• .-.,~, _.,. ' ' -.,;-.:; .. ' ... ·,· . ',, .. · .. ,._:-~::_:-~ PURITAN-BENNETT 94-9-432 LIST 8 Gll 35DG 0 • • May 16, 1990 23' 3" 35G 4N 43.20K **JOIST G~RDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 35.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .53 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Lt240 CONCENTRATED 43.200 KIP(S) TOTAL AT PP 3 5 7 ----------------------** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH ----------------------TOTAL LOAD LIVE LOAD MOMENT PROXIMITY FROM LOAD SUPPORTING KIPS KIPS DISTANCE IN INCHES pp TO PP WEB MEMBER TC 3.200 .ooo 11-7 **BASIC DIMENSIONS** LEFT RIGHT WK LENGTH END PANEL END PANEL 22.9167 4-1 1/2 4-1 1/2 LEFT TC RIGHT TC 1/2 LEFT VAR DIM 1-6 0/0 .oo 5 5 RIGHT VAR DIM INTERIOR PANELS 1-6 0/0 2 AT 6-O 0/0 END PANEL END PANEL A-DIM B-DIM 4-1 1/2 4-1 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH CENTER RIGHT ·DEPTH LEFT 35 0/0 32 518 35 0/0 35 0/0 (ACTUAL) 32 518 32 5/8 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 32.678 2 -.688 2 .o 32.678 VI'_ Vl .ooo 3 43200.0 32.678 3 1.815 4 .o 32.678 4 -.908 5 46400.0 32.678 V2 .ooo 6 .o 32.678 5 .908 7 43200.0 32.678 5R -.908 8 .o 32.678 V3 .ooo 9 .o 32.678 4R .908 10 .o .000 3R -1.815 11 .o .ooo V4 .ooo 12 .o .000 2R .688 AXIAL LD AXIAL LD IN WEB TOP CHORD + 117152.4 96518.0 .o 96518.0 75807.0 .o + 34517.8 158651.8 .o 158651. 8 34517.8 .o 34517.9 158651.8 .o 158651.8 + 34517.9 .o 75807.1 96517.9 .o 96518.0 + 117152.4 .o AXIAL LO BOT CHORD .o .o 133093.2 .o .o 184210.4 .o .o 133093.2 .o . 0 .o . } ';· PURITAN...;BENNETT .. Gif-9.:.. 432 ·LIST. · 8 ---------~------··**CHORD DESIGN** STEEL FY ----------------. . . LEND PANEL PP LEND' PANEL MP L VAR PANEL.PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL .STRESS 14570.-3. 14570.3 14.570. 3 14570. 3' 27808.2 2394·9. 9 14570~3 14570. 3 14'570. 3 14:570. 3 .. , May .16, _1990 · - 50000 .• PSI AXIAL RATIO .48'57 .6440 .48'57 .5207 • 92.69 .9028 .5207 • 4857 • 644.0 ~48'57 MOMENT UNI LOAD .o •. o, .o .. () .o :-8 • 0 . .o • Q, .•.... ·,,,• BENDING BENDING STRESS RATIO .o .0000 .o .0000 .o .0000 :o .0000 :o .0000 . 0 • 0000 • 0 • 0000 .o .0000 .0· .0000 .o .0000 COMBINED RATIO .4857 .64.4'0 .4857 .5207 .9269 .902-8 .5207 .4857 .6440 .4857 TC BC SEC DESCRIPTION · 61 L 4 X 4 X.438 ~1 L 4 X 4 X.438 . AXIAL LOAD K KL/R -158652~ 1.00 34.9 184210. 1~00 91.8 -I FLRS 35'56.8bEV 4 . • OREQ O LENGTH 23-3 0/0 23-2 070 SEC DESCRIPTION BC .AXIAL STRESS CBRMP 27808. _ • 9269 16 41 .•. lREQ TL 61 L··4 X 4· X.438 L/360 LIVE. LOAD DEV= TOTA~ LOAD· FOR PEFL = 11040. 7' PLF, L/24,0 i,IVE LOAD DEV = 7-64,1. 4 PLF. . · 16561.1 PLF ---------------~--~-**END PANEL DESIGN·** ---~-------~~-~~----. AXIAL LOAD K KL/R 60.5 Q0.5 FLR WEB TO._ END BASEL NGM NGM B. DEPTH 6 0/0 6 0"/0 LEFT 96518.0 1.00 RI·GHT 96518. 0 1. 0.0 0 V 4-1 1/2 EP VP 0 V -4-1 1/ 2 EP VP ---,,-----------**WEB DESIGN*~ ST;EEL FY= 500.00., ' .. -------------- WEB NO 2 · 61 Vl 17 3 48 4 25 V2 17 5 33 5R/3.3 V3 17 4R 25 3R 48 V4' 17 2R 61 DESCRIPTION Q2 L 4 X ,4 ·X.438 Ll-1/2Xl-1/2X .• 138 1 L 3 X 3 Xr313 2 L 2 X 2. X.163 2 Ll-1/2Xl-1/2X.138 1 L2-1/2X2-1Z2X.197-. 2 L2-1Z~X2-1Z2X.197 2 L1-11/2Xl~ll2X.13& 1 L 2 X 2 X. 16·3 2 L 3 X 3 X .• 31S , 2 Ll-.1/2Xl-1/2X.13~ 1 L 4 X 4 X •. 438. .. 2 -...:.~--------~--------------**B:RIDGING. REQUIREMENTS*·* K 1.00 · 1.00 1.00 1. 0,0 1.00 1.00 -1.00 ·1. 00- 1.00 1~00 1.00 ·1 .• -00 -------------~--~~-----~-I PSI. MIN VERT SHEAR = . END-REACTION= _ REQ: .. DEV · KL/RAX LOAD AX LOAD 47. 0 +1171_52.+198729. 110.6 -3173.-4822. 40.5 -75807.-91723. 1I8: -~ :t 3J~:~~: :t 3!~1~: 62.6 -34518.-40l69i 62. 6 -34-518. -40.169. 110.6 -3173~-4822. 78.3'+ 3451&.+ 37526. 40.5 -75807.-91723. 110·.6 -3113. -. 4822 .• , 47.0 +11715~ .• +198729. TC :RYY = 2. 065, BC RYY == .. 2 ./065, WLEN/ (TC· RYY:) WORKING LENGTH;::: 22.917 FT 133.202 MAXIMUM SPACING FOR BC BRACES.= 41.291 -~~-~---~~--~--------~---.. .., ~---.: ·:. .,: _·: .;:. '; . ,-. ~ . ',. .:· -~ . ' 16600.0 LBS. 66400.0 LBS. REQ FILLET AVBL _ WELD SIZE WELD SLOT 21.ox .375 11.2+ 4.8B 2.ox .138 4.2+ .o 20.4X .250 15.8+ 6.3B 14.3X .163 16.8+ .OB 2.0X .138. 4.2+ .O 12.4X .188 16.8+ .OB 12.4X .188 16.8+ .OB 2.ox .138 4.2+ .o 14.3X .163 16.8+ ~-OB 20.4X .250 15.8+ 6 .• 3B 2.ox .138 ·4.2+ .o 21.0X-.375 17.2+ 4.8B .... ~-' :·· .. , :· ·~ • • a, • • •• • e • • '''-I ''• ' . .,... . ~ ~ / ~ . ,_ ~ . ' ' -.... • '• ,' ~ • ~-'I •. -' -w • ·-~· ... ,. ""'· • ' '"'· ".!.,. • ... ., ·-· . ' . ·-·· ' .-.\ . .,; --· ' .. ' . . : ._~ . ·~ ~ .. . . ~ . -. . . . ', __ ' , ... ' --.. . -- ' ,,·, '' II . . ~-'.._ ' PURITAN-BENNETT 94-9-432 LIST 8 G13 35DG 0 • • May 16, 1990 23' 3" 35G 4N 43.20K **JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 35.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .51 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 ADDITIONAL TC AXIAL LOAD= 85.00 KIPS. CONCENTRATED 43.200 KIP(S) TOTAL AT PP 3 5 7 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH TC TC TOTAL LOAD KIPS 3.600 3.600 LIVE LOAD KIPS .ooo .ooo MOMENT DISTANCE 11-7 1/2 17-7 1"/2 PROXIMITY IN INCHES .oo .oo FROM pp 5 7 LOAD SUPPORTING TO PP WEB MEMBER 5 **BASIC DIMENSIONS** LEFT RIGHT WK LENGTH END PANEL END PANEL 22.9167 4-1 1/2 4-1 1/2 LEFT TC RIGHT TC LEFT VAR DIM 1-6 0/0 7 RIGHT VAR DIM INTERIOR PANELS 1-6 0/0 2 AT 6-0 0/0 END PANEL END PANEL A-DIM B-DIM 4-1 1/2 4-1 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 35 0/0 32 5"/8 35 0/0 32 5"/8 35 0/0 32 5"/8 ~ACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------.. EFF WEB WEB AXIAL LO AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN W;EB . TOP CHORD BOT CHORD 1 .o 32.656 2 -.687 + 119073.2 98121.9 .o 2 .o 32.656 Vl .ooo .o 98121.9 .o 3 43200.0 32.656 3 1.814 77026.5 .o 135305.0 4 .o 32.656 4 -.907 + 36104.6 162046.7 .o 5 46800.0 32.656 V2 .000 .o 162046.7 .o 6 .o 32.656 5 .907 36104.6 .o 188788.5 7 46800.0 32.656 5R -.907 33552.2 163937.3 .o 8 .o 32.656 V3 .ooo . 0 163937.3 .o 9 .o 32.656 4R .907 + 33552.2 .o 139086.0 10 .o .000 3R -1.814 79179.0 100863.9 .o 11 .o .000 V4 .ooo .o 100863.9 .o 12 . 0 .000 2R .687 + 122400.7 .o .o .PURITAN-BENNETT 94-9..; 432 LIST· 8 G13 -----------------. - • r" "'., ~ ' ' .~ ,, ~· • r ._ , ',· .,. . :_ May -1-6, -.1990 • ,'-'<-,, ·" **CHORD DESIGN** STEEL FY= 50000. PSI -___ , ----: ·-. --- AXIAL AXIAL MOMENT BENDING BENDING C.OMB·INED ·STRESS -RATIO UNI LOAD -STRESS RATIO RATIO t END PANEL pp .13082. 9 .4361 .o ~o .0000 .4361 L END PANEL MP 13082.9 .5790 .o .o .0000 .5790 L VAR PANEL pp 13082.9 .4361 .-0 .0 .0000 .4361 L VAR PANEL MP 13082. 9-• 4·677 .o .o .0000 .4"677 .. INT PANEL pp 2.5171.'8 .8391 ._.o .o .0000 .8391 :INT PANEL MP 21858.3 .8230 .. o ~o . 0.000 .8230 R 'VAR PANEL MP 13448.5 .4808 .o .o .0000 .4808 R VAR PANEL pp 13448.5 .4483 .. o .o .0000 .4483 REND PANEL 'MP 1.3448.5 • 595·2 .o .o .0000 .5952 R 'EN)? PANijL p,p 13448.5 .4483_ .o .o .0000 • 4_483 SEC DESCRIPTION AXIAL-LOAD K:. KD/R .. I FLRS LENGTH TC •63 L 4 X 4 X.500 l,63937. 1. oo· 3'4 .• 7 3772.lDEV 4 23-3 0/0 BC 61 L 4 X 4 X.438' 188788~ 1~00 91.8 _ .QREQ 0 ~3-2 0"/0 1680.8REQ TL SEC DESCRIPTION AXIAL STRESS CBRMP '61 L 4 X _4 X.438 2849,9. BG ~ 95,00 LIVE LOAD L(j360 IiIVE LOAP _OEV = 11109.2 PLF, L/240 DEV = 17563.7 PLF T TAL .LOAD FOR DEFL = . 782-6. 0 PI..F'~ -~--~---------~-----**END. PANEL DES'IGN** --------~-----~-~---AXIAL LOAD K LEFT 9~121.9 1.00 IrDGHT 100863-. 9-1. 00 KL/R 60.7 60.7 FLR WEB -0 -. V 0 .V TO, END BASEL NGM NGM 4-1 1/2. EP VP 4.., 1 .1/2 EP VP B. DEPTH 6 0/0 6 0/0 -------------------------~---------*~ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% < •• • I • ' • -~-------~~-~--------------~-------~ -TENSION -AXIAL -· AXIAL SEC FORCE STRESS Td 63 85~00. 11333.3 I L_END PANEL PP LEND PANEL MP L VAR PANEL PP L :VAR PANEL MP INT ·PANEL .PP ·INT PANEL MP R·VAR PANEL MP R;VAR PANEL PP R.END PANEL MP R · END PANEL PP -- AXIAL --_ FORCE 183121.9 183121.9 1'83121 •. 9 183'121 •. 9 273788.5 248937.3 .185863. 9 1-85863. 9 185863. 9· 185863. 9-- AXIAL. RATIO • 284-0 -COMPRESSION -AXIAL AXIAL BENDING BENDING STRESS· RATIO STRESS RATIO -244],6. 3 _ .• 6119 -• 0 • 0000 .2441.6. 3 · • s12-5 • o • 0000 24416. 3 -•. 0-119 • o • 0000 _:24416 ~ 3 ,, • 6'5"63' '4-• • 0 • 0000 '36505 .1 • 9149 • 0 • 0000 33191.6 ~9397 .o .0000 2478L.8 ~6~61 .0 .0000 2 4 7 81. 8 • :6 2·11 • 0 • 0 0 0 0 24781.9 ~8247 .o .0000 2:4781 .• 9, .·6211 .o .0000 COMBINED RATIO .6119 • 8,125 • 6.119 .65"63 .9149 • 9,397 .6661 0 6211 • 82,47 • 62.11 -1---:-----~----**WEB DES-IGN** STEEL FY = 5·0000. PSI. MIN VERT SH-EAR= 17335.6 LBS. WEB NO 2 61 v;1 17 3-48 4 25 V2 17 5 33 5R 31 .V3 17 4R 2-5 DESCRIPTION L, 4-X 4 X.438 Ll-l/2x1~i/2X.138. L 3 X · 3 X. 313 -L 2 X 2 X.163 Ll-1/2X1-1[2X.138 L2-lj"~X2-lj'2X.197 L 2 X 2 X.232 Ll.,.1/2:X1-1/2X.138 L ·. 2 X 2 X.163 --_ END REACTION = 69342. 5 LBS. _ REQ _ --DEV . REQ FILLET AVBL . Q K : KL/:8 AX LOAD AX LOAD WELD SIZE WELD SLOT 2 1.00 47.0 t-119073.+1·9872·9. 21.4X .375 16.8+ 4 .• 8B 1 1.00 110.5 --3279.-4829. .2.0X .138 4.2+ .O 2 1.00 _40.5 ~ 77027.~ ·91734. 20.7X .250 15.5+·6.3B a 1~00· 78.3 + 36105.+ 37526. 14.9X .163 16.5+ .OB .1"1.00 110.5 -_ 32.79.--4829. 2.0X .138 4.2+ .O 2 1.00 62.6 -36105.-40174. 13.0X .188 16.5+ .OB : f i: g_g ii6: ~ --:: J~:~~l:·: ~ii½~: l~: 6~ : i~~ 12 :·~t : gB -2-1.00 78.3 + 33552~+ 37526. 13.9X .163 16.5+ .OR .. --~ , .... , - • -PURITAN-BENNETT 94-9-432 LIST G13 8 **WEB DESIGN** STEEL FY= WEB NO DESCRIPTION 3R 48 L 3 X 3 X.313 V4 17 Ll-1/2Xl-1/2X.138 2R 63 L 4 X 4 X.500 **BRIDGING REQUIREMENTS** 50000. Q K 2 1.00 1 1.00 2 1.00 • May 16, 1990 PSI. MIN VERT SHEAR= 17335.6 LBS. END REACTION= 69342.5 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 40.5 -79179.-91734. 21.3X .250 15.5+ 6.3B 110.5 -3279.-4829. 2.0X .138 4.2+ .O 47.3 +122401.+225000. 22.0X .375 16.8+ 7.7B TC RYY = 2.078, BC RYY = 2.065, WLEN/(TC RYY) = 132.361 WORKING LENGTH= 22.917 FT MAXIMUM SPACING FOR BC BRACES= 41.291 PURITAN-BENNETT 94-9-432 LIST 10 Tl0 40LH1080 • May 22, 1990 39' 311 • ** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT**·· ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 39-3 0/0 19.5 1.10 TL .61 LL **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Lt240 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 38.9167 7-0 0/0 7-0 0/0 LEFT VAR DIM 1-10 1/2 VAR DIM INTERIOR PANELS 1-10 1/2 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-6 1/4 4-6 1/4 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 40 0/0 38 318 40 0/0 40 0/0 (ACTUAL) 38 3t8 38 318 (EFF} **TRUSS ANALYSIS** pp 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 LOAD-LBS 2351.3 4702.5 4286.3 3870.0 3870.0 3870.0 3870.0 3870.0 4286.3 4702.5 2351.3 eO .o .o .o EFF WEB DEPTH MEM 38.425 2 38.425 20 38.425 3 38.425 4 38.425 V2 38.425 5 38.425 6 38.425 V3 38.425 6R 38.425 5R 38.425 V4 .000 4R .000 3R .000 2DR .000 2R **CHORD DESIGN** STEEL FY= LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 11187.7 11187.7 10165.0 10165.0 17935.6 17935.6 10165.0 10165.0 11187.7 11187.7 WEB SLOPE -.469 -1.292 1.708 -.894 .ooo .894 -.894 .ooo .894 -.894 .ooo .894 -1.708 1.292 .469 50000. AXIAL RATIO .3729 .6497 .3388 .5903 .5979 .7601 .5903 .3388 .6497 .3729 AXIAL LO IN WEB + 43985.1 5947.2 16178.7 + 14519.9 3870.0 8712.0 + 2904.0 3870.0 + 2904.0 8712.0 3870.0 + 14519.9 16178.7 5947.2 + 43985.1 PSI MOMENT UNI LOAD -26736.6 18799.6 -26736.6 9630·. 3 -13867.5 6933.8 9630.3 -26736.6 18799.6 -26736.6 AXIAL LO TOP CHORD 39829.0 36188.2 .o 55190.3 55190.3 .o 63851.8 63851.8 .o 55190.3 55190.3 .o 36188.2 39829.0 .o BENDING STRESS 18875.6 5379.2 18875.6 2755.6 9790.2 1984.0 2755.6 18875.6 5379.2 18875.6 AXIAL LO BOT CHORD .o .o 44363.3 .o .o 61686.4 .o .o 61686.4 .. • 0 .o 44363.3 .o .o .o BENDING RATIO .6292 .2191 .6292 .1073 .3263 .0730 .1073 .6292 .2191 .6292 COMBINED RATIO 1.0021 .8689 .9680 .6976 .9242 .8331 .6976 .9680 .8689 1.0021 :~PURITAN-BENNETT:·: · .. 94~9-432 LIST: 10 TlO ,. '' •·,. May 2·~ ,, 1990' · .. · .•. ..:,• . '_· . ' .. ' -:. . -~ : ' ' '_· ,: ' ~.'' : SEC TC 4,8 BC 38 DESCRIPTION · . AXIAL LOAD K KL/R L . 3 . X · 3· ' · X. 313 ' . . .63 8 5 2 • • 7 5 · 5 4 •. 7 I FLRS 2008·. 7DEV o .·LENGTH 39~'3'.0/.0 26-8 1'/2 L2-:I:/2X2-1,/2X. 23·0· 6i68.6. 1 .• 00 l 74·• 6 94.6. 6REQ 0 1135.9REQ TL SEC BC· 38 DESCRIPTION AXIAL STRESS CBRMP L2-1/2X2-1/2X. 230· . ·. 29100. . ~ 9700 BOTTOM CHORb EXTENSION== 0-8 3/4 Lb360 IiIVE LO.AD DEV= 1273~~ PLF', L/240 L;[VE T TAL LOAD :FOR DEFL = 1.08:0. ·O · PLF ~ · LOAD, DEV= 1909 .8 PL·F ' ' ' ;;i~o-PiNii:-oEsrGi;; ·---:-ixiii:-i:oin ____ i< LEFT. 398.2'9. 0 1 •. 00 KL/R FLR 88.7 O RIGHT 3·9829 .• .0. 1 .•. 00 · 88 .• 7 Q --------------~ ' **WEB DES'IGN** ST~EL FY -:;: 5 O O'O.o • l ' -• ---;~-----~--:-~ W!B'. ~-~ £ES~Rt~TJ:~N X • 213 2D; 27 L 2 X 2 X.188· 3 : 18 Ll-1/2Xl-1/2X.145 4 • 25 L 2 ·x Z X.163 V2, 21 L. 2 · X .2 X.137 5 14 Ll.,.1/2Xl-1/2X.115 6 · 22 L 2 X 2 X •. 137 v.3: 22 L 2 X 2 X.137 6R 22 L 2 X 2 X.137 5R 14 Ll-1/2Xl-1/2X.115 V4 22 L 2 X · 2 X.137 4R 25 L 2·. X 2 X.163 3Jl 18 Ll-1/2Xl.'""1J2X •. 14'5 2DE. 27 L 2· X, ·2 X •. 188 2R 29 L 2 X 2 X.213 --~-... --------------------**:BRIDGING R_EQUIREM~N.'I'S** ---~--~------~-------~--- Q ·K 2 1. O'O 1 1 .. 00 2 1.00 1 1.00 1 .1~ 00· 2 1~00 1 .1. 00 1 1.00 1 1.00 2 1 .• 00 11~00 1 1.00 2. 1. 00· 1 '1. 00 2 1.00 WEB 2D ~D BSI •. · Tb END BASEL NGM NGM 4 ... 6 1./ 4. 4-6 1/4 B. DEPTH 5 O{O · 5 0/0 MIINil5~iA~¥¥!~ :. 2 ~~-~~: g t~~: REQ · DEV . REQ FILLET AVBL KL/R AX. ·LOAD AX LOAP . WELD SIZE WELD f3LOT 147.5 + 43985.+ 4839a. 15.8X .188 16.2+ .OB 123.4 ·-6351.-702·6. 2.3X .188 5.3+ .o , 7·5. 4, -16179 • .,. 16483. 7. 5X .145 9 ~ 5+ • OB 145.9 + 14520.+ 18763. ~.ox .163 6.0+ .o 9~.9 -4189.-7797. 2.lX .137 4.9+ .O 97.2 -8712.-9947. 5.lX .115 10.5+ .-OB 14·5.4 + 7885.+ -15877. 3.9X .137 6.0+ .O 96.9 -41.89 •. -1191. 2.1x •. 131 4.9+ .o 145.4 + 7885.+ 15877. 3 .• 9X .137 6.0+ .O 97.2 -_8712.-9.947;.. 5.lX .115 10.54-.OB 9·6.9 -4'.189 • ...; 7797 •. 2.lX .137 4.9+ .O 145.9 + 14520.+ 18763. 6.0X .163 6.0+ .O. 75.4 -16179.-16483. 1:5x .145 9.5+ ~OB 123.4 6351.~ 7026. 2.3X .188 5.3+ .O 147.5 + 43985.+ 48398. 15.8X .188 16.2+ ,OB TO RYY = .1 .• 647, .BC RYY = le~435, WLEN/(TC RY_Y) = 283.5J.5 '~~!~a!gGL~~i6¥NG sJti5li,DFRT· 19.458 FT .. FOR J. ~OW(.S-) 0~ H-BRIDGING. NOiE;--END-Pii::Et.~SHdRifEN$:I) 'TO ,ADJUST ~QR , TOP CHORD BENDING of ,: . ... ' .... ,. . . . ; ' . . ·-. ~-,, • • ,.., ... ! ....... ~ ·:' • ' . -r;' • :·' . . --. . • ",• ' • • '! •.r_? • . .,;,.:,~ '•. • • • .. ' ., .. , ... ' ... ' . . .. . . ..... ·.:._:-::~ '-:· ·: · -,.-. /·::--.; -:-:~.~--:--->~,.·--:·-t:-c:·~··~~:-,,; .. :··r7.:';!"'~.t--'·· .-· • ;: .-· ... : -• • ••• :_' '.,., .. ., ... _. .. • :-·· ·-: ' • .1' :~ • ... ·-::~ ·: '···--.. ,, '.'. ·. :..:.-· _,, ', . ,,. . ~ . ' .. . .. . . --, - :.•.-~ 1,, ~ :-\. • --i' ,\ , •• "-!' .•• ' • ~ • ,., . •'. " ' .... , .... _. ..... ,. .. . . .. . '' ' --.J, • • PURITAN-BENNETT 94-9-432 LIST 10 May 22, 1990 Tll 40LH1080 39' 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS --VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 39-11 1/2 19.8 1.18 TL .66 LL **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 39.6250 6-0 0/0 6-0 0/0 LEFT VAR DIM 3-2 3/4 VAR DIM INTERIOR PANELS 3-2 3/4 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-8 3/8 4-8 3/8 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 40 0/0 38 3/8 40 0/0 40 0/0 (ACTUAL) 38 3/8 38 3/8 (EFF) **TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2446.9 38.425 2 -.549 2 4893.8 38.425 2D -2.459 3 4381.9 38.425 3 .992 4 3870.0 38.425 4 -.894 5 3870.0 38.425 V2 .ooo 6 3870.0 38.425 5 .894 7 3870.0 38.425 6 -.894 8 3870.0 38.425 V3 .ooo 9 4381.9 38.425 6R .894 10 4893.8 38.425 5R -.894 11 2446.9 38.425 V4 .ooo 12 .o .ooo 4R .894 13 .o .000 3R -.992 14 .o .000 2DR 2.459 15 .o .000 2R .549 ----------------**CHORD DESIGN** STEEL FY = 50000. ---------------- AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 39382.3 34523.0 .o 5282.9 32533.0 .o 19963.7 .o 46708.8 + 14519.9 57535.8 .o 3870.0 57535.8 .o 8712.0 .o 64032.0 + 2904.0 66197.4 .o 3870.0 66197.4 .o + 2904.0 .o 64032.0 8712.0 57535.8 .o 3870.0 57535.8 .o + 14519.9 .o 46708.8 19963.7 32533.0 .o 5282.9 34523.0 .o + 39382.3 .o .o PSI AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 9697.3 .3232 -29071.3 20523.9 .6841 1.0074 LEND PANEL MP 9697.3 .5899 20314.6 5812.7 .2334 .8232 L VAR PANEL PP 9138.3 .3046 -29071.3 20523.9 .6841 .9887 L VAR PANEL MP 9138.3 .5559 10629.4 3041.4 .1178 .6737 INT PANEL PP 18594.4 .6198 -13867.5 9790.2 .3263 .9462 INT PANEL MP 18594.4 .7881 6933.8 1984.0 .0733 .8613 R VAR PANEL MP 9138.3 .5559 10629.4 3041.4 .1178 .6737 R VAR PANEL PP 9138.3 .3046 -29071.3 20523.9 .6841 .9887 REND PANEL MP 9697.3 .5899 20314.6 5812.7 .2334 .8232 REND PANEL PP 9697.3 .3232 -29071.3 20523.9 .6841 1.0074 / •. PURITAN-BENNETT 94~9-432 LIST 10 Tl.1 .. ,,·; ':.·,,. Mqy .2~, .19S)0. ·SEC DESCRIPTION AXIAL LOAD K KL/R· . 6619:7. ·.75 54.7 64032. 1.00 '.l74.6' I FLRS LENGTH 39-11·11.2 29-5 0/0 TC, 48 L 3 X 3 X.313 BC 38 L2-1/2X2-1/2X~.230 SEC DESCRIPTION AXIAL STRESS CBRMP 2:0:08. 7DEV . 0 999.2REQ 0 1199.lREQ TL BC.' 38 L2-lJ2X2-1/2X. 2.30, : . 30169 •. J. •.. (f0'56 BOTTOM CHORD.EXTENSION= 0-· 8 3/4 · L/360 LIVE LOAJ;) DEV = 12.0.6 ! 1 P~F, ·L/2·40 !,,IVE LOAD . . . -TbTAL. L,OAD FOR DEFL = ;l.080. 0 PLf. . · . DEV= 1809.2 PLF -~--------~----~----**,END PANEL DES'IGN** · ~~----------~----~--AXIAL LOAD· K LEFT 34523. 0 · 1. 0.0 RI.GHT 34.523. O 1. 00 KL/R 92.3 92.3 FLR WEB 0 ·20 O 2D TO.END BASEL NGM NGM 4~ 8 3{8 4·-8 3/8 B. DEPTH 5 0/.0 5 0/0 -~------**WEB DESIGN,** S!;rEEL FY= -~------------ WEB NO 2 27 2D 22 3 22 4 25 V2 22 5 14 6 22 V3 22· 6R 22 5R 14 V4 .22 4R .25 3R 22 2DR 22 2R 27 DESCRIPTION L :f X · 2 X. 1.8·8 L 2 X 2 X.137 L 2 X 2 X .• 137 L 2 X 2. X.163 L 2 X 2 X.137 Ll-1/2Xl-1/2X.115 L 2 X 2 X.137 L .2 X 2 X~l.37 L 2 X 2 X.137 Ll-1/2Xl-l/2X~ll5 L 2 X 2 X~137 L .. ·2 X 2 X •. 163 L 2 • X · 2 X .• 137 t f ~---~ ~-: l~~ -. . . , ' -~------------------------. **BRIDGING R~QUIREMENTS~* -~----~----------~~------- 50000 .•. PSr' •. MIN. VERT SHEAR = END REACTION::;: . . REQ . 'DEV Q K KL/'P. AX LOAD ~X LOAD 2. 1.·00 .129 .-4 ·+ 39382. + 4'2999. 11.00104.6 ~ 564-0.-7051. 2 1.00 68.8 -19964~--20404. 1 1.00 145.9 + 1452-0~+ 18763~ 1 1~00 96.9 -4201.-7797. 2 1.00 97.2 -8712.-9947. 1 1.00 145.4 +-8028.+ 15877. 1 1.00 .96.9 ~ 4201.-7797. 1 1.00 145j4 + 8-028,+ 15877. 2 1:0-0 97~2 8712.-. 9947. 1 1.00 9~.9 -4201:-7797~ ·½ l:88 1 i~:-~ ~ i§:~~:2:: ½~iB!: 1 1:00 104.6 -5640.-7051. 2 1.00 129.4 + 39382.+ 42999. TC RYY = 1.6.47, .BC RYY: ·= .1.435; WLEN/(TC RYY) = 28·8.675 5349.4 LBS. . 213 9 7 • 5 LBS • . REQ FILLET AVBL WELD SIZE WELD SLOT 14.lX .188 15.0+ .OB 2.8X .137 4.s+ .o 9.8X .137 10.2+ .OB 6.0X .163 6.0+ .O 2.lX .137 4.9+ .O 5.lX .115 10.5+ .OB 3.9X .137 6.0+ .O 2.lX .137 4.9+ ~O 3.9X .137 6.0+ .O 5.lX .115 10.5+ .OB 2.lX .137 4.9+ .O 6.0X .163 6 .•. Q+ .O 9.8X .137 l0.2+ .OB 2.8X .137 4.8+ .o 14.lX .188 15.0+ .OB WORKING LENGTH :::;:. 39.625 FT . . ·. · .· . BnIDGING SPACING_ STANDARD AT 19.813 FT FOR i ROW(S) OF H-BRIDGING. NqTi;-;END-PANEL~_siioiTE~ED To ADJUST FOR rro~ cHo:t;<o BENDING. l,. '. " . . . . -.. ~--. ~ ::, :;···' • • ~_,.-~ ; ' • •, ,._ ""•: • '• •. ' • •-• •; • --(:~.--.. :·:• •, • • .:~, • :•: {:~,: • :,,;·,:,;.,;_:_,·.' ·,_ •. '-,/:.· .. ',.~ :~, ':.:,,,,:,·~-:,:,_',_,,:_:,','·:,,•.,;::','.,,,,_:.=,,",'.,..I _' ,_; : • • ', ...... , • '' ~-~·:":: ·""". :-· .... ' ~ •• ' •• •• ~:--:·,·· 4. ·-· ••• • -• ~-. • - -• -. -• • •• -f , . ,':' . .._ ... ' ~ . . ... • .. ~ ... . --,.,~ . ,, : ... ~_-· ~. •,·-' .,. ,,., "~ . ~ r ·' . ...,,.,..,.. i-.---~· .... · ............... _. ........ ,.,..,. • ,.,.~ .•.. ·~""· ·--.. -. . . ~· .. ~ _ .... ~_. :-, '. -.-~ -·~ ·-~.,,, ..... --~ ,• ... ; .. : '.· . . ,/ ·. '' . · .. ' " ·•··· ' ,, -,--,,'•, ... ,, ...... ,~--··. . ...... .. -···.· ·, . '. _, .· .... . ~ -... -. . ,. I •• • PURITAN-BENNETT 94-9-432 LIST 10 May 22, 1990 T13 40LH1230 39' 11-1/2" ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH 40.00 BS LENGTH 39-11 1/2 SPACING STANDARD STANDARD INCHES 19.8 1.19 TL **LOAD CRITERIA** TOTAL LOAD= 1230. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 **BASIC DIMENSIONS** LEFT RIGHT RIGHT .58 LL WK LENGTH END PANEL END PANEL 39.6250 6-10 0/0 6-10 0/0 LEFT VAR DIM 2-4 3/4 VAR DIM INTERIOR PANELS 2-4 3/4 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-8 3/8 4-8 3/8 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 40 0/0 38 118 40 0/0 40 0/0 (ACTUAL) 38 ll8 38 118 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2786.7 38.185 2 -.477 2 5573.4 38.185 2D -1.490 3 4990.5 38.185 3 1.328 4 4407.5 38.185 4 -.888 5 4407.5 38.185 V2 .ooo 6 4407.5 38.185 5 .888 7 4407.5 38.185 6 -.888 8 4407.5 38.185 V3 .ooo 9 4990.5 38.185 6R .888 10 5573.4 38.185 SR -.888 11 2786.7 38.185 V4 .ooo 12 .• 0 .000 4R .888 13 .o .000 3R -1.328 14 .o .000 2DR 1.490 15 .o .000 2R .477 ----------------**CHORD DESIGN** STEEL FY = 50000. ---------------- AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 50103.9 45217.2 .o 6712.1 41477.0 .o 20039.6 .o 53530.6 + 16594.5 65938.8 .o 4407.5 65938.8 .o 9956.7 .o 73383.7 + 3318.9 75865.3 .o 4407.5 75865.3 .o + 3318.9 .o 73383.7 -r-9956.7 65938.8 .o 4407.5 65938.8 .o + 16594.5 .o 53530.6 20039.6 41477.0 .o 6712.1 45217.2 .o + 50103.9 .o .o PSI AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 11734.8 .3912 -33109.0 18349.0 .6116 1.0028 LEND PANEL MP 11734.8 .6261 23136.0 4994.0 .2043 .8304 L VAR PANEL PP 10764.1 .3588 -33109.0 18349.0 .6116 .9704 L VAR PANEL MP 10764.1 .5743 12105.7 2613.1 .1033 .6776 INT PANEL PP 19688.6 .6563 -15793.5 8752.8 .2918 .9480 INT PANEL MP 19688.6 .8242 7896.8 1704.6 .0642 .8884 R VAR PANEL MP 10764.1 .5743 12105.7 2613.1 .1033 .6776 R VAR PANEL PP 10764.1 .3588 -33109.0 18349.0 .6116 .9704 REND PANEL MP 11734.8 .6261 23136.0 4994.0 .2043 .8304 REND PANEL PP 11734.8 .3912 -33109.0 18349.0 .6116 1.0028 PURITAN-BENNETT ;94-9,...; 432 .LIST iO T13 . •••••••• . .. . ' . ' '•1 •• ' ' ' -. r•, , . ' --· . .. . Ma,y 2 2 , 199 0 · S·EC DESCRIPTION AXIAL LOAD · K . . KL/R I FLRS LENGTH 39-11 .1/2 28-0 1/2 TC 51 L3-l/2X3-1/2X~287 75865~ .75 46.6 BC 42 L 3 X 3 J.227 73384. 1.00 144~8 SEC DESCRIPTION AXIAL STRESS CBRMP :$C · 4 2 L . 3 X 3· X • 2 2 7 . 2 8 9 4 6 • . 9 6 4 9 BO.TTOM CHORD EXTENSI:ON = Q..il'O 1/2 . · :2281. 3DEV 0 .999.2REQ 0 136p.6REQ TL L/ 3 6 O LIVE LOAD . DEV == l3 69 • 9 PLF ~ 'L/ 2 4 O LIVE LOAD TbTAL LOAD FOR DEFL = 1230.0-PLF. DEV= --------------------. . . AXIAL LOAD LEFT . 452.17. 2 RIGHT 45217.2 --~------------ K . KL/R FLR 1.00 78~6 0 1.00 78~9 O WEB ·20 2D TO END BASEL NGM NGM 4-8 3/8 4-8 3/8 2054.8 PLF B. DEPTH 5 0/0 5 0/0 *',*WEB DESIGN** STEEL FY= ·500QO. PS:!= •. ·M:tN· VERT_ SHEAR = 6092. 3 LBS. --------------' . END REACTION= 24369.4 LBS. WEB NO DESCRIPTION ·2 31 L 2 X. 2 X. 232 :2D 27 L 2 X 2 X.188 '3 22 L 2 X ~ X.137 4 27 L 2 X 2 X.188 ~2 22 L 2 X 2 X.1~7 5 14 L1~1/2X1~1/2X.l15 6 22 L 2 X 2 X.137 V3 22 L 2 X 2 X.137 6R 22 L 2 X 2 X.137 tR 14 Ll-1/2Xl-1/2X.115 V4 22 L 2 X 2 X.137 4R 27 L · 2 X 2 X.188 '3R 2 2 L 2 X . 2 X. 13 7 21DR 27L 2 .. X ''2 X.188 2R 31 L 2 X 2 X.232 REQ PEV REQ FILLET AVBL Q K KL/R AX LOAD• AX LOAD WELD SIZE-WELD SLOT 2 1~-00 145~0 + 50104.+ 52451. 18.0X .188 1~.8+ .OB 11.00116.& ~ 7169.-7846. 2.6X .188 5.2+ .O 2 1.00 60.2 ... 20040~-21679. 9.9X .137 12.2+ .OB 1 1.00 14.6.0 + 16594.+ 21'500. 6.0X .188 . 6~0+ .O 1 1.00 96.2 ~ 4787.-7854. 2.4X .137 4:9+ .O 2 1.00 96.9 -:9957~-99·a-2. 5.8X .115 13.2+ .OB 1 1.00 145.0 + 9175.+ 15877. 4.5X .137 6.0+ .O 1 1 .• O O 9 6 • 2 -47 8 7 • -7 8 5 4 • 2 • 4 X • 13 7 4 • 9 + • 0 1 1.00 145.0. + ·9.175.+ 1'5'877. 4.5X .137 6 .• 0+ .O 2 1.·00 96.9 -9957~-9982.-5.8X .115 13.2+ .OB 1 1.00· 96.2 -_4787~-7854. 2.4X .137 4.9+ .O _1 .1.·00 146. o + 16594. + 21.500. 6. ox .100 6. o+ .•. o 2 1.-00 60.2 ~ 20040.-21679. 9.9X .137 12.2+ .OB 1 1.00 116.8 -7169.-'7846. 2.6X .188 5j2+ .O t 1~00 145.0 + 50104.+ 52451. 18.0X .188 19~8+ ~OB -------------------------**BRIDGING REQUIREMENTS-** \ ' . . . --Tc~-iYY-:--i:a;-:;;-.~c-iiY-: i. 628,, wL'.EN/ (Tc· RY.Y) = 25a. 899 WORKING LENGTH == 3 9. 62 5 FT . · B~IDG:;[NG SP!iCING STANDARD A'r 19.813 FT FOR ,1 ROW(S) OF H-BRIDGING. ------~--------~---------' NOTE: END PANEL SHORTENED TO ADJUST,0· FOR TOP CHORD BENDING. -. ,,,, ........ ' ' . • • • ~• 1 • r C•/ •• ,• ,, ,•• ·:·: ,. ~ . .. ·, . ,• ! • ••,. ' ... ~. ' • • ... . . -: ... -: ··-~ ' .. '._:1·, •. . '. -:· .. •••• j' . ~ .. . . .. . , -·~ ~ ··- ' ' ., r > \' •' • : . ,...,.,.,~ . -·· .,, ·PURITAN-BENNETT .94-9-432 LIST 10 T17 40LH2520 • May 22, 1990 36' O" - ** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT-ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES 40.00 36-0 0/0 17.8 .93 TL .22 LL **LOAD CRITERIA** TOTAL LOAD= 2520. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS Lf.360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= 2772. PLF. R TCX LOADS: UNIFORM= 2772. PLF. **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 35.6667 5-2 0/0 5-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-2 0/0 5-2 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/0 37 718 40 0/0 37 7/8 40 0/0 37 7/8 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 6300.0 37.837 2 -.631 2 8925.0 37.837 Vl .ooo 3 7140.0 37.837 3 1.513 4 9030.0 37.837 4 -.880 5 9030.0 37.837 V2 .ooo 6 9030.0 37.837 5 .880 7 9030.0 37.837 6 -.880 8 9030.0 37.837 V3 .ooo 9 7140.0 37.837 6R .880 10 8925.0 37.837 5R -.880 11 6300.0 37.837 V4 .ooo 12 .o .000 4R .880 13 .o .000 3R -1.513 14 .o .000 V5 .ooo 15 .o .000 2R .631 LEFT RIGHT VAR DIM VAR DIM INTERIOR PANELS 2-1 0/0 2-1 0/0 3 AT 7-2 0/0 TCX LEFT TCX RIGHT o-6 0/0 0-10 0/0 AXIAL LO AXIAL LO AXIAL LO IN WEB TOP CHORD BOT CHORD + 72439.3 61273.1 .o 8925.0 61273.1 .o 35615.4 .o 80906.6 + 34173.5 106562.0 .o 9030.0 106562.0 .o 20504.1 .o 121955.2 + 6834.7 127086.2 .o 9030.0 127086.2 .o + 6834.7 .o 121955.2 20504.1 106562.0 .o 9030.0 106562.0 .o + 34173.5 .o 80906.6 35615.4 61273.1 .o 8925.0 61273.1 .o + 72439.3 .o .o :e .-•. . ··_PURI.TAN -,.BENNETT . . 94.;.9 __ -432· LIST·· 1'0 -May 22.,. 1990:· .-. · T17 ---------------~ **CHORD ·BESIGN** STEEL.FY= 50000. PSI ---:-,---~-... ----~~ AXIAL STRESS L END PANEL PP · 9249. 7 L END PAN.EL MP 9249. 7 LVAR PANEL PP' 9249.7 L.'.VAR PANEL MP 92_4;9~ 1 · INT PANEL PP 1918.4.8 INT' PANEL MP 19184.8 R VAR PANEL MP 9249.7 R: V:AR PAN-EL PP 9.249. 7 R'ENO PANEL MP 9249.7 R: END PANEL PP 9 2 4;9 ~ 7 SEC DESCRIPTION . TC . 61 L, 4 X 4 X .• 43'8 · BC 54-· L3-.1/2X3'-1/2X. 344 · AXIAL MOMENT RATIO UNI LOAD· .3083 ..-697-95.0 • 469:3 '62824. 3 3083 -697.95. (J -:.3436 · -115-84. 4 .6395 -3:2357.5 .7472 16178.8 • 3-43:6 -,.115.84. 4 ' • 3 08--3 "'."6-9:79,5. 0 . • 4693 62'.824. 3 .3083 · -69795,0 AXIAL LOAD K. KL/R 127086. .75 41..1 121955. 1.00 12-4.9 BENDING STRESS .19899. 3 7325.7 198-99.3 :l302. 8 · 9-225. 5 1886.5 3·302.8 19:899. 3 7325.7 19899.3 BENDING RATIO .6633 .2740 .6633 .1118 .3075 .0666 .1118 .6633 .2740 .6633 COMBINED RATIO .9716 .7433 • '9716 .4554 .94TO • 813.7 ·.4554 .9716 • 7433 .9716 LENGTH 3,7::.. 4 O[O 27~ 8 1./2 SEC BC -54 DESCRIPTION AXIAL BTRESS CBRMP I 3891.6DEV 728.7REQ 204.0. 3REQ FLRS 0 0 TL L3-1/.2X3_..:,..1/2X •. 34A 27752. . • 92.51 -·BOTTOM CHORD EXTENS.ION -· 1-0 1 / 4 · · · · L/3"6'0 LIVE' LOAD DEV = 3-204 •. 3. PLF'.~. L/240 LIVE TOTAL LOAD FOR D;EFL = 2'52 0. O PLF. LOAD DEV= 4806.5 PLF -~----~--~----**T.CX DES~GN** --!--:--·-----~~---BENDING DEFLC BEARING :s·EC MOMENT REQ S DEV s 3~·507 REQ I DEV I IN. LENGTH ·DEPTH o-6 0 /:0 5 ~ o.o o-6 ozo L 61 .TC 4158. 61 BR ~-6"1 ·TC 115:50. 61 ,BR -~ ' " -' ' --1-----------------------,. **END PANEL DESIGN** --:---.----~--~------,~--~ .139 .026 • 3'8.5 3 •. 507 .119 9.957 9. 9·-57 .050 • 083 0-10 ozo ·5. 00 o-6 0/0 , AXIAL LOAD · K ·· LEFT 61273~1 ·1.00. KL/R FLR . WEB 76.5 -o: . V TO ENE> BASEL NGM NGM ·5-2 0/0 B. DEPTH 5 0/0 5 0/0 RIGHT 61273~1 · 1.00 76.5 b-V .5-2 0/0 --------------*:*WEB DESIGN,~* S-TEEL FY ,::;:: S-0000: •. -PSI-•. MIN.VERT SHEAR·= 11235.0 LBS. WEB NO 2·· 46 . Vl 25 3 29 4 25 V2 25 5 25 6' 17 V3 25 6R 17 5R -25 V:4 25 4R 25 31R 29 . V5 25 2R 46 DESCRIP'.'VI.ON L 3 X ~ X.281 L--2 . X 2. x:. 163 L 2 · X 2 X.213 L 2 X 2 X.163 L ~-X ·2-X.163. L 2 .X 2 X.163 Ll.-1/2'X1~;1/2X.13:S L 2 X 2 X.163 Ll-1/2Xl-1/2X~138 L ·2 X 2 X..163 L -2 X 2 .X • .16 3 · L 2 X . 2 x.-163 · L 2 X 2 X.213 L .2 X 2 X.1.63 · L 3 X 3. X.2~1 1~g_:REAC5l~N = ~6 9 jfL£E~BiVBL Q K KL/RAX LOA-PAX ioAD WELD SIZE WE];JD SLOT 2, 1.00 76-.6-+ 724:39.+ 96422. 22.3X .218 18.5+ 7.2B 1 ·1~00 95.8 ~ 9-560.-.9'640. 3.9X .163 4.9+ .O 2 1.00 .57.8 -35615.-37260. l2.8X .188 13.S+ .OB 2 1.00· 92.3 + 34173.+ 37526. 14.lX .163 14.8+ .OB 1 1.00 -95~8--9665.-9640. 4.0X .163 4.9+ .O 2 1.00. 72.-5, --205·04.-24777. 8.5X .163 14.8+ .OB 2<1.00 123 .• 6 + 1.70'07.+ 2·3697. 8.3X .138 14~9+ .OB 1 1.00 95.8 -9665.-9640. 4.0X .163 4~9+ .O 2 1.00 123.6 + 170~7:+ 23697. 8.3X .138 14.9+ ~o~ 2 1 .• 00 72.5' -205:04 •. -214777. 8.5X .163 14.8+ ~OB .11.,0,0 ·. 95 ~:8 .-·9f:i6-S-.-. 9640 ~ 4. ox .163 ,4. 9~ • O 2 1.00 92.3 + 34173.+ 37526. 14.lX .163 14.8+ .OB 2-·1.o·o--~' 57.a: ~ 3~5-615.-3.1260 . .-12.ax .1aa 1-3·.5+ .. oB 1 1. 00: 95. 8 -9-!:?E?O. -. 9640. 3. 9X .163 4. 9+ • 0 _2. 1.00 76.:6 + 72'43.9.+ 5J6422. 22.3X .218 18.5+ 7.2B ', ', .. "'· PURITAN-BENNETT 94-9-432 LIST 10 · T17 •• **BRIDGING REQUIREMENTS** ------------------------- • May 22, 1990 TC RYY = 2.065, BC RYY = 1.849, WLEN/(TC RYY) = 207.310 WORKING LENGTH= 35.667 FT BRIDGING SPACING DEVELOPED AT 17.833 FT FOR 1 ROW(S) OF H-BRIDGING. PURITAN.-BENNET-T 94-9...; 432 LIST 10 T2-0. · 40LH1080 ,· :···· May 2~ , .. _1990 39' 3 11 •--' -: ,, :. ' ------------~------------~---~~------~~-~--~---~-------------------------~----** LONG SPAN JOIS.T DE.SIGN REQUIREMENTS:*·* $JI SPECS VULCRAFT ENG DEPT** ---~----~~~--------~----~-------~----------~----~----~--~~-------------~---~--BRIDGING LEFT.END RGH'] END ACTUAL DEFL DEPTH BS LENGTH SPACING STANPARD STANi;>ARD INCHES 401.00· 39-2 O/o· 19.5 1.08 TL .60 LL ---~--------~----*-*LOAD· CRITEl{IA** TOTAL-Loi5-:--ioso. PLF ~ LIVE. LOA,D = 600. PLF. i ' LIVE LOAD DEFLECTI.ON SPECIFIED AS L/360 TOTL LOAD DEFlLECTION SPE:CI-FIED AS L1240 ~---f----------------~----' ** CONCENTRATED LOADS** ---:-~-~-~--------------FRQ:r-,: LEFT END .BASE tENGTH ; TOTAL LOAD LIVE LOAD . MOMENT PROXIMITY KIPS KIPS TC 1 • 3 60 • O O 0 DI.STANCE . IN INCHES . 33·-7 1/2 • 00 FROM pp 10 LOAD SUPPORTING .TO PP WEB MEMaER . 10 --~-~-----~-------·---· ~*BASIC DIMENSIONS:** NOTE: SPECIAL PIMENSIONS DEFINED----~~----------------. LEFT RIGHT· WK LEN.GTH .END PANEL END PANEL '38. 9167 5-6 0/0 ~,;.. 7 1/2 LEFT_· RIGHT VAR DIM. . V,AR DIM · I:tlTERIOR PANELS 3-6 0./0 _3-11/2 .3 ~T 7-2 0/0 LEFT TC .RIGHT. TC . . END PANEL END PAN·EL 5-6 0/0 5~ 7 1/2 DEPTH DEPTH _ DEPTH LEFT ·_ CENTER RIGHT 40 0/0 ·40 0/.0 40 0/'0 (ACTUAL) 38 ll4 38 1/4 38 1/. (EFF} --~--------~------**TRUSS ANALYSIS,** --~-------------~-EFF WEB WEB pp, :{:iOAD-LBS _DEPTH. MEM -SLOPE 1 2880.0 38.309, 2 -.599 2·' 4770.0 38.309 Vl • O.OQ 3 3825.0 · 38 ~ 30.9 3 .912 4' I 3870. O ~.£' 3·8 ~ 309 4 -.891 5, 3870. o· '-~ ·3,a. 3·09 V2 .opo 6, 3870.0 3,8. 309 5, .• 891 7. 3870.0 3·8 •. 3.09 6 -. 8,91 8: 3870.0 ·3a. 309 V3 .• 000 9, 36,22. 5· 38. 309: · '6R ,_:891 101 49.95. 0 38. 3·09 5R -. 9;91 11' 2947.5 38~309 ' V4. .0.00 12 • 0' .000 -4R .• a:91 13 .o .ooo 3R -1.022 14, .o .000· V.5 ~000 15: · .o • 000: 2R ~585 · i' .I , + + + .-+ --.+ .-,- + -~ ,. ·-~ . :...~ .. -· . .;.:..-._. .. -j'.: . . ~ ' ., .• ~ ,~· .::, AXIAL LD AXIAL LO AXIAL LD IN.WEB TOP CHORD BOT CHORD '35408, •. 0 30381.1 .o '4770.0 3·03·a1.1 .o 19907 .3-•. o 45089.2 14411.3 55854,. 0 .o '3870. 0 55854.0 .o 85.99,.6 .o 62275.0 :2781.8 64352.1 .o 3870 •. 0 64352.1 .o 303·5 .• 9 .·o 62085.3 . 885·3,. 7 ·55474 .6 .o 3870.0 55474.6 .o 14,671.-4 .o 44520.0 18726.2 31420 •. 6 .o 4995.0 31420.6 .o 36400.1 .o .o '., ,· ... ,., . -,~ : ,. : ' ... 1~ '.: • .. ' ' ' . ,. ... ,~---. .. ' ' . . -. ~ ,.._, ~ "•.... . . . ~ . • I PURITAN-BENNETT 94-9-432 LIST 10 T20 •• May 22, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT STRESS RATIO UNI LOAD LEND PANEL PP 7884.5 .2628 -34106.3 LEND PANEL MP 7884.5 .4904 30604.6 L VAR PANEL PP 7884.5 .2628 -34106.3 L VAR PANEL MP 7884.5 .3618 959.2 INT PANEL PP 16700.7 .5567 -13867.5 INT PANEL MP 16700.7 .6991 6933.8 R VAR PANEL MP 8154.3 .3578 -1408.3 R VAR PANEL PP 8154.3 .2718 -35372.8 REND PANEL MP 8154.3 .5215 32199.2 REND PANEL PP 8154.3 .2718 -35372.8 SEC DESCRIPTION AXIAL LOAD K KL/R TC 51 L3-1/.2X3-1/.2X.287 64352 •• 75 46.6 BC 38 L2-112X2-112X.230 62275. 1.00 174.6 SEC DESCRIPTION AXIAL STRESS CBRMP BC 38 L2-1/2X2-1/2X.230 29328. .9776 BOTTOM CHORD EXTENSION= 0-8 3/4 • BENDING STRESS 18901.7 6606.2 18901.7 207.1 7685.4 1496.7 780.5 19603.6 6950.4 19603.6 BENDING RATIO .6301 .2669 .6301 .0076 .2562 .0557 .0284 .6535 .2848 .6535 I FLRS 2057.7DEV 0 946.6REQ 0 1141.4REQ TL COMBINED RATIO .8929 .7574 .8929 .3694 .8129 .7548 .3862 .9253 .8063 .9253 LENGTH 39-3 0/.0 29-7 o,o L/360 LIVE LOAD DEV= 1304.3 PLF, L/240 LIVE LOAD DEV= TbTAL LOAD FOR DEFL = 1085.2 PLF. 1956.4 PLF **END PANEL DESIGN** AXIAL LOAD LEFT 30381.1 RIGHT 31420.6 K KL/R FLR WEB TO END BASEL NGM NGM 1.00 Q2.6 0 V 5-6 0/.0 B. DEPTH 5 0/.0 5 o,o 1.00 94.7 0 V 5-7 112 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= END REACTION= WEB NO 2 25 Vl 22 3 22 4 25 V2 22 5 14 6 22 V3 22 6R 22 5R 14 V4 22 4R 27 3R 22 V5 22 2R 25 DESCRIPTION L 2 X 2 X.163 L 2 X 2 X.137 L 2 X 2 X.137 L 2 X 2 X.163 L 2 X 2 X.137 L1-l/2Xl-1/2X.115 L 2 X 2 X.137 L 2 X 2 X.137 L 2 X 2 X.137 Ll-1/2Xl-1/2X.115 L 2 X 2 X.137 L 2 X 2 X.188 L 2 X 2 X.137 L 2 X 2 X.137 L 2 X 2 X.163 **BRIDGING REQUIREMENTS** REQ DEV Q K KL/RAX LOAD AX LOAD 2 1.00 120.2 + 35408.+ 37526. 1 1.00 96.6 -5092.-7825. 2 1.00 71.6 -19907.-19956. 1 1.00 145.7 + 14417.+ 18763. 1 1.00 96.6 -4192.-7825. 2 1.00 97.0 -8600.-9964. 1 1.00 145.2 + 8014.+ 15877. 1 1.00 96.6 -4192.-7825. 1 1.00 145.2 + 8014.+ 15877. 2 1.00 97.0 -8854.-9964. 1 1.00 96.6 -4192.-7825. 1 1.00 146.3 + 14671.+ 21500. 2 1.00 67.6 -18726.-20590. 1 1.00 96.6 -5317.-7825. 2 1.00 122.2 + 36400.+ 37526. TC RYY = 1.837, BC RYY = 1.435, WLEN/(TC RYY) = 254.271 WORKING LENGTH= 38.917 FT 5331.1 LBS. 21324.5 LBS. REQ FILLET AVBL WELD SIZE WELD SLOT 14.6X .163 16.6+ .OB 2.5X .137 4.9+ .0 9.8X .137 10.3+ .OB 6.0X .163 6.0+ .0 2.lX .137 4.9+ .0 5.0X .115 10.5+ .OB 3.9X .137 6.0+ .0 2.lX .137 4.9+ .0 3. 9X .137 6. 0+ • 0 - 5.2X .115 10.5+ .OB 2.lX .137 4.9+ .0 5.3X .188 6.0+ .0 9.2X .137 10.2+ .OB 2.6X .137 4.9+ .0 15.0X .163 16.7+ .OB BRIDGING SPACING STANDARD AT 19.458 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: VERTICAL IN END PANEL RGHT EITHER SET OR SPECIFIED. NOTE: TC GOVERNED BY END PANEL DESIGN ···-·-·· .. ' •..... : ' ' ·~ ,, .,_., . ' --, ' PURITAN-:-BENNE-TT --. , .. May 22 ,. 1990 - 94-9·-432 LIS.T 10 --T,21 . . 40LH1080 _ 39' 11.-1/2 11 · · . ;;~i:oNG-si?iN-ior:sT-"'"oi:s~Gi-ii:QiiriiMiNis.;;:----~s:rr-sPi~;-----vui:ciiiri~iN~-oiPT;; -~-------------------~·---~------~---~----:----~--:---:------------------~----------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH · BS· LENGTH SPACING: STANDARD STAND$D INCHES fl;0.00 39-11 1/2 ;1.9.8 -1.07 TL .59 LL . . . --------~---~----**:LOAD CRITERIA**· --~--------------. T0:TAL LOAD == 1080. PLF, LIVE LOAD = 600. PLF-. LI:VE LOAD DEFLECTION SPECIFIED AS L/3-60: TOTL LOAD-D~FLECTION SP-ECIFIED AS Ll240. ---------~----~----~--**· CON.CENTRA.TED LOADS** \ . ' . . -----~~----~-------~---TOTAL LOAD LIVE LOAD KIPS.· .ooo FROM LEFT END -BA.SE L~NGFJ;lH MOMENT· PROXIMITY FROM DISTANCE. IN INCHES pp· LOAD SUPPORTING . . KIPS • 36'0 33--:11 3/4 • 00 -10 TO PP WEB MEMBER 10 . --~----------------~- **BASIC DIMENSIONS** NOTE.: SPECIAL.DIMENSIONS DEFINED--__ ,..._ __________________ _ LEFT RIGHT LEFT _ RIGHT_ -WK LENGTH END PANEL END·. PANEL VAR DIM· VAR DIM INTERIOR PANELS 39~6250 5-6 0/0. 5-11 3/4 3--_ 6 0/0 3"'.'" ,5 3/4 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL EN-D PANEL -5.,. 6 0/0 5-.:.1i 3f.4. DEPTH LEFT-DEPTH. DEPTH . CENTER RIGHT 4.0 0/.0 3-~ 1, 4 40· 0/.0· 40 0/.0 (ACTUAL) 3-8 lt 4 38 lt 4 (EFF) ~-~--~------------**TRUSS ANALXSIS** -,~-----~------~-~ EFF PP. 1' 2· 3 4· 5 6 .- 7' 8\ 9; 1-0/ 11 ·12 13 1.4 15 LOAD-LBS. 288:0 •. 0. 4'770. 0 3825.0 l~~-8: 8- 381-0. o 3870.Q. 3870.0 381·3. 8. 5377.5 · 3138 .·8 .o .o .o •. 0 DEPTH 38.292 38 .• 29'2 38.292 38,. 292· 38.292 38. 2.92 : 3'8. 292 .38. 292 38.292 3'8. 292 38.292 .ooo ~0001 .ooo .ooo WEB MEM ·2. Vl 3 4 V2_ ,5 6 V3 6R 5R V4 4R 3R V5 2R WE-B SLOPE .-•. 598 +., .ooo -.912 .... 89:1 +, .000. ~891 - -.891 .. + • o.oo· - • 891 · + ...• ,89'1 .... , . oo·o .891 + -,..917 -.ooo" .549 + AXIAL LD IN WEB- 36168 •. ·8 477,0~0 20483.2 14999•. 5 ,3870'. 0 '9180. 3 3361.1 3870.·0 -2·458. Q, 8277.2 .·· 387'0. 0 14096. 4 '19511. 5 - 5377 .'5 3"857.9. 2 'AXIAL LO TOP CHORD ~18~~ :~ .o _57375·. 7 57375. 7· .o '6·6741. 7 66741.7 . . • 0 5.8724. 6 5'8724.6 ' . _-.,0 338'18 .1 338"18.1 . • 0 AXIAL LD BOT CHORD .o .o· 46174.0 .o .o 64231.6 .o. .o 64906.1 .o .o 48197.4 .o .o • 0. -~··' . . ,' •,---~· ... ·"'· --_ .. '--~ .. -~·-··.--. j, • • • ' -• ~ ..... --·-·.p.',·'.--, • _,., J.-._ .... ' -~ . . . -~... ... --.. ~ ,' ... ' ·. ·. ~ .. :--;-: __ . . .. , •• :··---!."~ •' .. ...-~ • t '~. . . . . ~ ...... ',. • \' ' _.., -·· ••• , -l • ;, •• -,,, ,. -;._ .. , -, ·, .,,.• ,, ~ • • . PURITAN-BENNETT 94-9-432 LIST 10 T21 ---------------- . May· 22, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 7414.5 7414.5 7414.5 7414.5 15943.8 15943.8 8078.7 8078.7 8078.7 8078.7 SEC DESCRIPTION TC 52 L3-l/.2X3-l/.2X.313 BC 39 L2-112X2-112X.250 AXIAL MOMENT RATIO UNI LOAD .2471 -34106.3 .4562 30604.6 .2471 -34106.3 .3320 959.2 -.5315 -13867.5 .6491 6933.8 .3608 43.5 .2693 -40423.2 .5605 36386.3 .2693 -40423.2 AXIAL LOAD K KL/R 66742 •• 75 46.7 64906. 1.00 175.0 BENDING BENDING COMBINED STRESS RATIO RATIO 17451.1 .5817 .8289 6181.1 .2396 .6958 17451.1 .5817 .8289 193.7 .0069 .3389 7095.5 .2365 .7680 1400.4 .0503 .6994 8.8 .0003 .3611 20683.3 .6894 .9587 7348.9 .2987 .8592 20683.3 .6894 .9587 I FLRS LENGTH 2228.2DEV 0 39-11 1/.2 999.2REQ 0 29-11 114 SEC DESCRIPTION AXIAL STRESS CBRMP 1204.8REQ TL BC 39 L2-1/2X2-1/2X. 250 28102. • 9367 BOTTOM CHORD EXTENSION= 0-8 3/4 &6~K£ tBX~ ~giDD~~r: l5~~:i ~t,~ L/240 LIVE LOAD DEV= 2006.9 PLF **END PANEL DESIGN** AXIAL LOAD LEFT 31037.5 RIGHT 33818.1 K 1.00 1.00 KL/R 92.8 101.1 FLR WEB TO END BASEL NGM NGM B. DEPTH 0 V O V 5-6 0/0 5 0/.0 5-11 314 5 010 **WEB DESIGN** STEEL FY= WEB NO DESCRIPTION 2 25 L 2 X 2 X.163 Vl 22 L 2 X 2 X.137 3 25 L 2 X 2 X.163 4 27 L 2 X 2 X.188 V2 22 L -2 X 2 X.137 5 14 Ll-l/2Xl-1/2X.115 6 22 L 2 X 2 X.137 V3 22 L 2 X 2 X.137 6R 22 L 2 X 2 X.137 SR 14 Ll-1/2Xl-1/2X.115 V4 22 L 2 X 2 X.137 4R 25 L 2 X 2 X.163 3R 22 L 2 X 2 X.137 VS 22 L 2 X 2 X.137 2R 27 L 2 X 2 X.188 **BRIDGING REQUIREMENTS** ------------------------- 50000. PSI. MIN VERT SHEAR= 5426.2 LBS. END REACTION= 21704.7 LBS. REQ DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 1.00 120.1 + 36169.+ 37526. 14.9X .163 16.5+ .OB 1 1.00 96.5 -5104.-7829. 2.5X .137 4.9+ .0 2 1.00 71.9 -20483.-24898. 8.5X .163 10.2+ .OB 1 1.00 146.2 + 14999.+ 21500. 5.4X .188 6.0+ .O -1 1.00 96.5 -4204.-7829. 2.lX .137 4.9+ .O 2 1.00· 97.0 -9180.-9966. 5.4X .115 10.4+ .OB 1 1.00 145.1 + 8159.+ 15877. 4.0X .137 6.0+ .O 1 1.00 96.5 -4204.-7829. 2.lX .137 4.9+ ~.o 1 1.00.145.1 + 8159.~ 15877. 4.0X .137 6.0+ .O 2 1.00 97.0 -8277.-9966. 4.8X .115 10.4+ .OB 1 1.00 96.5 -4204.-7829. 2.lX .137 4.9+ .O 1 1.00 145.7 + 14096.+ 18763. 5.8X .163 6.0+ .O 2 1.00 71.4 -19512.-19995. 9.6X .137 10.2+ .OB 1 1.00 96.5 -5711.-7829. 2.8X .137 4.9+ .O 2 1.00 128.9 + 38579.+ 42999. 13.9X .188 16.8+ .OB TC RYY = 1.842, BC RYY = 1.440, WLEN/(TC RYY) = 258.129 WORKING LENGTH= 39.625 FT BRIDGING SPACING STANDARD AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: VERTICAL IN END PANEL RGHT EITHER SET OR SPECIFIED. NOTE: TC GOVERNED BY END PANEL DESIGN ····-· : ' ~ .. • T O ~ • ' ·:· I • . P;URITAN...,.BENNETT May 22, .1990 · 94~9,.. 432 LIST 10 T24 40LH1080 40' 0-3/411 -~----------------------~--~~----------~----------------------------~----------. *'* LONG SPAN JOIST DESIGN REQUIREMENTS**· $JI SPECS. VULCRAFT ENG DEPT** -~-----------~------------.--------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING · ·STANDARD STAN:DARD INCHES -40.00 · 40-.0 3/4 1_9.9 1.14 TL .63 LL -~---~~----------'/j *LOAD.· ;CRITERIA** -L--~---------~~---- TOTAL LOAD~-1080. PLF, LIVE LOAD= 600. PLt. LIVE LOAD DEFLECTION SPECIFIED AS L/3·60 'l:!OTL LOAD DEELEC'l:1ION SPijCIFIED AS L/24·0 --------------------------**TCX/CANT LOAD CRITERIA** R TCX LOADS: UNIFORM = 1188 • PLF. -----------------,.---·**BASIC DIMENSIONS** -'-----------:-----------LEFT RIGHT ' LEFT RIGHT ;wK LENGTH END PAN;EL END PANEL VAR DIM VAR DIM INTERIOR PANELS 3.9~ 7292 5-1,0 0/0 .5.;..10 0/0 LEFT TC RIGHT TC · END PANEL END PAN.EL 4-8 5/8 4~ 8 5/8 ;DEPTH DEPTH DEPTH 3-5 ~ / ~ · 3,.. .5 3 ./8 3 AT 7-2 0 / O LEFT CENTER RIGHT _ 40 0/0 40 0/.0 40 0/.0 (ACTUAL) $8 ~1/8 .38. 31? ._ 38 3}8 (E-f:Ir) TCX LEFT o-0 0/0 TCX RIGHT 1-4 0/0 -~------------~~--*~TRUSS ANALYSIS** -~------~-~--~~--- pp .EFF WEB .WEB AXIAL LD AXIAL LD AXIAL LD LOAD-LBS .DEPTH ·ME~. ' -SLOPE IN WEB TOP ·CHORD BOT CHORD 1 . 2460~9 3,8. 418 2 -.• p65 + 38611.8 33617.6 .o 2 . 4921 .•. 9 3·8. 4,1,8 :20 ,-2,. 886 . 52.09.0· ,31912 .1 .o 3 :4395. 9 3-3. 418 3 . ;929 20679.4 .o 47066.2 4 3-870. O 38.418 4 -.893 + 1452-1.5, 57895.2 .o 5 3870.0 .38.418 V2 ; .. ooo 3870.0 57895.2 .o :.' 6 3870.0 38.418 5 ·.893 8712._9 .. o 64392.6 V 3870·. 0 38.418 -6 -• 893. +. 2904·. 3 66558.4 .o --a .... 3·870. 0 38.~4.18 V3 .ooo 387·0. O 66558.4 .o 9· 43-95. 9 38.418 -6R .893 + 2904.3 .o 64392.6 10 49-2"1.9 38.418 5·R -.893 8712.9 57895.2 .o 111. 24:60. 9 38.418 . -V4 .ooo ...,. 387'0.·d 57895.2 .o 12 .o .ooo 4R• .893 + 1452,1:5 .o 47066.2 13 .o .ooo 3R -.929 20679.4 '31912 .1 • 0 14 .o .ooo 2DR 2. 8'86 5209~0 33617.6 .o lp .o .000 iR .565 + 38C511.8 .o .o •. . . ·,··. ' ... ·.·:...· .. '·· .. ·.· . .:.·:.~~ .,. ' .. ''·:. ·.'~-~,.-~----;,:,~·_:··~-:.~:.·: __ .J ... ~_: .·· '. .. .' . .-.... ·.::,·._·_: .. ~-~ ·_. -::·:_,_ .. · __ · .... ' :, . ,., ,.,. '. . ' -,._ . .,., ' .. ,. . ..,., ._ ..... ... ' ... __ · . ;·.. ~ .••. , :·1 " ' ' ' ... · : ~ ' - • __ ,_ • ~ • ,. ' ~. l ••• ' '.· .. ; ' •• :· :·' ., ' _; !., : ~ ~--: I.,'• • ' • • ' '. . ,",:.-1-\:'.t.-~:~;J..:'·:-~·-,· ,. '., '• "' ,.~ . ' ••• ", , •• , .. ,3, -_ ... ( j» ~ • ~ . .· .... ' ..... , . ' ..... ~-·" '.',:.,•,",",,, .... ' . ' .. " . •\. PURITAN-BENNETT 94-9-432 LIST 10 T24 • • · ·· ·May 22, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI AXIAL AXIAL MOMENT BENDING STRESS 20771.4 5877.9 BENDING COMBINED RATIO 1.0071 .8137 .9912 .6685 .9495 .8657 .6685 .9912 .8137 STRESS RATIO UNI LOAD RATIO .6924 .2352 .6924 .1193 .3263 .0733 .1193 .6924 .2352 .6924 LEND PANEL PP 9443.0 .3148 -29422.0 LEND PANEL MP 9443.0 .5785 20542.7 L VAR PANEL PP 8963.9 .2988 -29422.0 20771.4 3084.2 9790.2 1984.0 3084.2 L VAR PANEL MP 8963.9 .5491 10778.9 INT PANEL PP 18695.9 .6232 -13867.5 INT PANEL MP 18695.9 .7924 6933.8 R VAR PANEL MP 8963.9 .5491 10778.9 R VAR PANEL PP 8963.9 .2988 -29422.0 20771.4 5877.9 20771.4 REND PANEL MP 9443.0 .5785 20542.7 REND PANEL PP 9443.0 .3148 -29422.0 1.0071 SEC DESCRIPTION AXIAL LOAD K KL/R TC 48 L 3 X 3 X.313 66558 •• 75 54.7 I FLRS 2107.0DEV 0 1007.lREQ 0 1208.5REQ TL LENGTH 41-4 3/4 29-10 1/4 BC 39 L2-1/2X2-1/2X.250 64393. 1.00 175.0 SEC DESCRIPTION AXIAL STRESS CBRMP BC 39 L2-l/2X2-1/2X.250 28025. .9342 BOTTOM CHORD EXTENSION= 0-8 3/4 L/360 LIVE LOAD DEV= 1255.3 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 1080.0 PLF. 1882.9 PLF **TCX DESIGN** SEC R 48 TC 40S BR BENDING MOMENT 12672. **END PANEL DESIGN** AXIAL LOAD LEFT 33617.6 RIGHT 33617.6 K 1.00 1.00 REQ S .422 KL/R 92.8 92.8 DEV S REQ I 1.416. .210 DEV I 3.024 DEFLC IN. .133 BEARING LENGTH DEPTH 1-4. 0/0 5. 00 o-6 0/0 FLR WEB TO END BASEL NGM NGM B. DEPTH 0 2D 0 2D 4-8 5/8 5 0/0 4-8 5/8 5 0/0 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 5363.4 LBS. --------------END REACTION= 21453.8 LBS. WEB NO DESCRIPTION 2 27 L 2 X 2 X.188 2D 22 L 2 X 2 X.137 3 25 L 2 ·X 2 X.163 4 25 L 2 X 2 X.163 V2 22 L 2 X 2 X.137 5 14 Ll-l/2Xl-l/2X.115 6 22 L 2 X 2 X.137 V3 22 L 2 X 2 X.137 6R 22 L 2 X 2 X.137 5R 14 Ll~l/2Xl-l/2X.115 V4 22 L 2 X 2 X.137 4R 25 L 2 X 2 X.163 3R 25 L 2 X 2 X.163 2DR 22 L 2 X 2 X.137 2R 27 L 2 X-2 X.188 Q .2 1 2 1 1 2 1 1 1 2 1 1 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 126.5 + 38612.+ 42999. 13.9X .188 14.8+ .OB 102.5 -5561.-7256. 2.7X .137 4.7+ .O 71.4 -20679.-25000. 8.5X .163 10.2+ .OB 145.9 + 14521.+ 18763. 6.0X .163 6.0+ .O 96.8 -4203.-7799. 2.lX .137 4.9+ .O 97.1 -8713.-9948. 5.lX .115 10.4+ .OB 145.3 + 8050.+ 15877. 4.0X .137 6.0+ .O 96.8 -4203.-7799. 2.1x .137 4.9+ .o 145.3 + 8050.+ 15877. 4.0X .137 6.0+ .O 97.1 -8713.-9948. 5.lX .115 10.4+ .OB 96.8 -4203.-7799. 2.lX .137 4.9+ .O 145.9 + 14521.+ 18763. 6.0X .163 6.0+ .O 71.4 -20679.-25000. 8.5X .163 10.2+ .OB 102.5 -5561.-7256.· 2.7X .137 4.7+ .O 126.5 + 38612.+ 42999. 13.9X .188 14.8+ .oB· . . ''.,' , •. . , •. PURITAN-BENNETT · 94-9-432 · LIST 10 '1124 · .. ' ~ .,~ ~---~~--------------·~--~-* * BRIDGTl,'rG REQUI-R;EM;ENTS * * ••• .. May ~2, 1990 ic-RYY-:--;::647~-Bc-RYY~: 1. 440.·, WLEN/ (Tc. RYY>· = 289. 434 ~i¥~a¥gGL~~i~¥NG $~~6~DFiT 19.865 FT FOR. 1 ROW.(S) OF H-BRIDGING. ~----------,-'!'-~-----~--~--' ,· , ' NOTE: END J?ANEL SHORTENED TO ADJP$';[1.FOR 'TOP CHORD BENDING . l : ,• ··)·~· .. . ' ,,.!,' /,_ . ,::'•,', • ' .... ,. • 1 • • ., ...... \ -~ .,· '. ·-~ w~~ ;,'.,' • •• -~ • .. ~ • •• ~;,·., ~. : _; .-•_, " • '•.-•I•~ ,-; - • I•• • # .,._. ·-••• . ·:'-:.·.'.·'' ";-~.' : .. ~ .. ·. •, ,_ •-• PURITAN-BENNETT May 22, 1990 94-9-432. LIST 10 T40 40LH1230 39' 11-1/211 --------------------------------------------~---------------------------------** LONG SPAN JOIST·.:·DESIGN REQUIREMENTS** SJI SPECS VULCRAFT "ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES 40.00 39-11 1/2 19.8 1.19 TL .53 LL **LOAD CRITERIA** TOTAL LOAD= 1230. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH ----------------------TOTAL LOAD LIVE LOAD KIPS KIPS MOMENT DISTANCE 23-11 3/4 31-11 3/4 PROXIMITY IN INCHES .oo .oo FROM LOAD SUPPORTING PP TO PP WEB MEMBER TC 2.000 .000 7 7 TC 2.000 .000 9 9 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED----------------------LEFT RIGHT WK LENGTH END PANEL END PANEL 39.6250 5-6 0/0 5-6 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-6.0/0 5-6 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/0 38 1/8 40 0/0 38 1/8 40 0/0 38 1/8 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 3280.0 38.167 2 -.596 2 4804.7 38.167 Vl .coo 3 3984 .• 7 38.167 3 1.283 4 4920.0 38.167 4 -.795 5 4920.0 38.167 V2 .ooo 6 4920.0 38.167 5 .795 7 6920.0 38.167 6 -.795 8 4920.0 38.167 V3 .ooo 9 5984.7 38.167 6R .795 10 4804.7 38.167 5R -.795 11 3280.0 38.167 V4 .ooo 12 .o .ooo 4R .795 13 .o .000 3R -1.283 14 .o .coo vs .ooo 15 .o .000 2R .596 RIGHT LEFT VAR DIM 2-5 3/4 VAR DIM INTERIOR PANELS 2-5 3/4 3 AT 8-0 0/0 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 43502.6 37363.0 .o 4804.7 37363.0 .o 22159.2 .o 50985.8 + 21678.9 67954.3 .o 4920.0 67954.3 .o 13773.7 .o 78735.3 + 5868.5 83328.7 .o 4920.0 83328.7 .o + 2036.7 .o 81734.5 13155.3 71437.6 .o 4920.0 71437.6 .o + 21060.5 • 0 54953.1 24207.1 40071.3 .o 4804.7 40071.3 .o + 46655.9 .o .o ···--T ' -~. ' ..... =-. -. PURITAN-BENNET.T 94-9-432 . LIST 1.0 T410 · · . M,ay 22, 1~90 ·_ ;;Jciioio-oisi,GN;; · STEEL ;FY _ 50000. i?sI -~.~-------.--·---AXIAL STRESS L END PANEL PP 8 9·2·5 • 6 L, END PANEL MP 8,925.6 L VAR PANEL ... P.:E> 8-9-2 5 • 6 L VAR PANEL MP 8'.925 •. 6 IN'T PANEL PP 199-06.2 • INT PANEL MP 19.9:06. 2 R. VAR PANEL MP 9·57 2 • 6 R VAR .PANEL PI> 9 572 .• 6 R' END PANEL. MP 9572 • 6 REND PANEL PP 9572.6 SEC DESGRIPTION . _ TC 52 L3-l/2X3-lf.2X.313 BC 43 L. 3 X 3 ;x. 250 BESCRIPTION' AXIAL MOMENT RATIO UNI LOAD • 2975 -.-38127 •. Q • 549.2_ 35147,. 7 •. 2975 .... 3.8127. 0 .35'58 .;.6870.9 .:6'63'5 -19680:. 0 .8385 9840.0 • 3816 -6870 •. 9 • 3191 --38.12;1 .• 0 • 589'0 3·5J..4 7 .• 7 • 3191 . -38127. b ixIAL LOAD K -. ~L/R 8332:9. • 75 -52, •. 2 a·173-,5. 1. o.o 1.62 .1 AXIAL s:TRESS CBRMP .BENDING BENDING STRESS RATIO 19508.3 .6503 7,098.7 • 2842 19508.3 .6503 3515.6 .1222 10069.6 .3357 1987.4 .0741 3515.6 .1224 19508 .• 3 • 6503 '70.98. 7 • 2883 19508.3 .6503 I FLRS 24.90. 2DEV O '999.2REQ O 1499. 2REQ TL COMBINED .RATIO .9478 .83-34 .9478 .4779 .9992 • 91-26 .5040 .9694 ~8773 .9694 LENGTH· 39-11 1/2 :30-8 i/2 SEC BG 43 L .3· X 3 X • .250 BOIT1TOM C.HORD EXTENSION L/36.0 LIVE LOAD DEV= TOTAL LOAD FO~· DEF~ - 28984. ~9661 = 0-10 1/2 14:9.5. 3 PLlr', L/240 LIVE 135'0~ 4 PLF. . . LOAD DEV= 2,243.0 PLF -~----~--~-~ ... ---··-~ *~END.PANEL -PESIGN** ------------------~---AXIAL LOAD LEFT . 373.63. 0 K 1.00 1.00 KL/R FLR WEB 92.8 O V Tb END BASEL NGM NGM 5-6 0/0 B. DEPTH 5 0/.0 5 o,o ~:£~~~---~££Z~.:.3 92.8 0 V 5-6 0'/0 . . . *~WE!B 'DESIGN,*·* STE}!!'.µ FY = 50.000. ~SI. MIN VERT SHEAR= 6794.2 LBS. · END· REACTION = .27176. 9 LBS •. --/--~--------- I WEB NO DESCRIPTION. 2 29 L 2 X 2 X.213 Vl 22 L 2 X 2 X.137 3· 2 5 L 2 · X '2 X:. 16 3 4 17 Ll-l/'2Xl-l/2X.138 V2 2 2 L 2 X 2· X. 137 5 22 L 2. X 2 X.137 6 27 L 2 X 2 X.188 V3 22 L-2 X 2 X.137 6R'27 L 2. X 2 X.188 5R 20 Ll--1/2Xl...;l/2X •. 170 V4-22 L--2 X · 2 X.137 4R 17 Ll-l/2Xl-1/2X~l38 3R 25 L 2 X 2 X~163 VS 22 L 2 X 2 X.137 2R 29 L . 2 X. 2 X .• 213 -~-----------------------**BRIPGING REQUIREMENTS** -~-~----------------~---- Q K 2 1.00 21,_ 1 .• 00 .1 .• 00 ·.21 1. 00 1.00 2 1.00 1 1.00 . 1 1. 00 .1 :1.00 .2 1. o·o 1 1. 0.0 2 1.0-0 2 1.00 .1 1. 00 ,2· 1 .• 00 -REQ . -DEV REQ FILLET AVBL .KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 121.4 +·435.03.+ 48398. 15 •. 6X .188· 17.4+ .OB. 96.Z ~ 5221.• 7858. 2.6X .137 4~9+ .O 61.2 -2215.9 • ..:. 2.71-07. 9.2X .163 1:2~1+: .-OB 1~2~3 + 21679.+ 23697. 10.6X .138 13.6+ .-OB 96.2 .-53~7~-7858. 2.6X .137 4.9+ .O 77.3 -13774.-l.9046. 6.8X .137 13.4+ .OB 155.7 + 10911.+ 2-1·soo. 3.9X .188 6~3+ .o :96.2 "" 5337.~1: .. 7'858. 2.6X .137 4, .• 9t .0 155.7. + 10;917.+ '2-15·00·. 3.9X .188 6.3+ .O 1:04.3 -131,55.-.13178. 5.2X .170 13.6+ .OB · 96.:2 -• 5337~-7858. 2.6X .137 4.9+ .O 132~3 + ~1061.+ 23697. 10.3X .138 13.6+ .OB 61.2 -2-4207.-27107. 10.0X .163 12.1+ .OB . 96.2 -5221.~.-. 7858.· 2.6X .137 4 •. 9+ .O 1~.1 ~ 4, + 46656. + 48~98. 16 o ax .1a~ 17 • .tJ:+ • ·oB TC RYY = 1.842 BC RYY = .1.633 WLEN/(TC ;RYY). =· 258.129 WORKING LENGTH b 3 9 • 62. 5 FT ' BRIDGING S1~ACING DEV~LO];>ED -AT 19. 8.13 :FT FOR 1 .ROW(:S) OF It-BRIDGING .• --------~----·-------------- . ·. ~::: ,._. -•. -. . : ,_ .. -l',i·· ., .. .. ···.' "i, . .... ,"' ... ;..:.. -~--.~ ... .,. --.,. .. .,. ., .. ' ...... .. . . ; .. : ; .: . ~' .: ,' _., :: ...... ; -.,. .... ,.., ' ~ ..,. . ,. ~-:: ~ ·•.. . ~ PURITAN -BENNETT 94-9-432 LIST 11 T31 40LH1380 • May 21, 1990 39' 311 • ** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT**· ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 39-3 0/0 19.5 1.13 TL .49 LL **LOAD CRITERIA** TOTAL LOAD= 1380. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 **BASIC DIMENSIONS** --------------------LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 38.9167 7-2 0/0 7-2 0/0 LEFT VAR DIM 1-8 1/2 VAR DIM INTERIOR PANELS 1-8 1/2 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-6 1/4 4-6 1/4 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 40 0/0 38 118 40 0/0 40 0/0 (ACTUAL) 38 118 38 118 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 3004.4 38.167 2 -.454 2 6008.8 38.167 2D -1.202 3 5476.9 38.167 3 1.862 4 4945.0 38.167 4 -.888 5 4945.0 38.167 V2 .ooo 6 4945.0 38.167 5 .888 7 4945.0 38.167 6 -.888 8 4945.0 38.167 V3 .ooo 9 5476.9 38.167 6R .888 10 6008.8 38.167 5R , -. 888 11 3004.4 38.167 V4 .ooo 12 .o .000 4R .888 13 .o .000 3R -1.862 14 .o .ooo 2DR 1.202 15 .o .000 2R .454 ----------------**CHORD DESIGN** STEEL FY = 50000. ---------------- AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 57650.1 52486.2 .o 7816.0 47487.7 .o 20249.8 . 0 57069.4 + 18623.0 70997.3 .o 4945.0 70997.3 .o 11173.8 .o 79354.1 + .3724. 6 82139.6 .o 4945.0 82139.6 .o + 3724.6 .o 79354.1 11173.8 70997.3 .o 4945.0 70997.3 .o + 18623.1 .o 57069.4 20249.8 47487.7 .o 7816.0 52486.2 .o + 57650.1 .o .o PSI AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 12538.3 .4179 -34163.4 17480.3 .5827 1.0006 LEND PANEL MP 12538.3 .6370 24021.7 4851.6 .1918 .8289 L VAR PANEL PP 11344.2 .3781 -34163.4 17480.3 .5827 .9608 L VAR PANEL MP 11344.2 .5764 12305.4 2485.3 .0948 .6712 INT PANEL PP 19622.2 .6541 -17719.6 9066.5 .3022 .9563 INT PANEL MP 19622.2 .7989 8859.8 1789.4 .0652 .8641 R VAR PANEL MP 11344.2 .5764 12305.4 2485.3 .0948 .6712 R VAR PANEL PP 11344.2 .3781 -34163.4 17480.3 .5827 .9608 REND PANEL MP 12538.3 .6370 24021. 7 4851.6 .1918 .8289 REND PANEL PP 12538.3 .4179 -34163.4 17480.3 .5827 1.0006 P¥~:§~ 4 3 2 BEff!~T 1.1 T.3;:I: ' . 1 SEC DESCRIPT~ON . TC' . 52 L3-1/2X3-1/2X. 3-13 . BC 43 .. L. 3 X 3 ·x •. 2·5·0 May ~-1, .1990 AXIAL LOAD K KL/R ... 82140. .75 46.7 79354. 1.·00 145~2 '," --. .• = .,: .. · .. I FLRS 2490.2-DEV 0 . 946 .• 6REQ 0 LENGTH 39·--3 0/0 2'6-8 0/0. SEC DESCRIPTION AXIAL. S.TRE·ss Be 43 B~TT5M ~1wio lx~~gsroN· = 2 ~~I8;112 L/360· LIVE LOAD DEV= 1578.5 PLF TbT~L LOAD FOR DEFL == :J.38.0. 0 ,PLF~ CBRMP .95~3 1451 .• 4REQ TL L/:240 LIVE LOAD DE = 2367.7 PLF ;.~Eio-i?iNEi:-0Es1c;i;; -~~----~--~~----"---- I AXIAL LOAD 5248'6. 2 52486.2 LEFT RIGHT K 1 .. 00 1.00 KL/R 75.7 75.7 FLR WEB TO END .BASEL NG]}i . 0 2D .-4-6 1/4. 0 2D 4-6 1/4 NGM B. DEPTH· I 5 oto 5 0/0 I ---~--~---~~--*'#WEB DESIGN** ' '' ~ STEEL ·FY = · 5-Q00.C),. P$-I, MIN VERT' ,SllEAR ::::: 6i713 .1 LBS. END REACTION= 26852.5 LBS. -------------- WEB NO DESCRIPT.ION . 2 3.9, L2-1/2X2·-1/2X. 2·5p ·2,0-. 11 L1-:r12xi-1,2x.13a- .Tc 3 X l X 10 W / 2 • 5 3 22·L 2 _X 2 X~l37 4 14 Ll-1/2XI~l/2X.115 V2 22. L 2 . X. 2 X.137 5 17 .Ll-1/2Xl-1/2X.138 6 25· L. 2 . X 2 X.163 V3 22 L 2 X 2 X.137 6R 25 L 2 X 2 X.163 5-R 17. Ll..,1/2Xl.,.1/2X.1-38 V4 22. L .2 X. . 2 X. 13 7 4R 14·Ll-1/2Xl--1/2X.115 3R 22 L 2 X 2 X.137 2DR 17 Ll~l/2Xl-1/2X:138 . TC 3 X l X 10 W/ 2.5 ?R 39 L2-i/2X2~1/2X.250 ;;Bico~ING-REQti-IREME!NTS;* REQ . DEV REQI FILLET AVBL Q K . . . Kli/R ~X LOAD. AX LOAD WELD SIZE WELD SLOT 2 -1.00 119.9 + 57650.+ 7.1250. '2-0.!7X .188 19.2+ 7.lB G2 1.00 84.-0 -8350 • ...,. 14348. 4.tl..X .138 12.1+ .OB SKEW. . . . I 2 1.00 54 .• 16 -2025·0.-22473 .• 10.pX .137 11.,9+ .OB 2 .1 .• 00 12.3 ~ 2· + 18623. + 19907~ 10. 9X .115 13. 14 • OB 11.00 96.2 -5356.-7858. 2.pX .137 4.9+ .O· 2 1.00 97.-3 -.11174.-12·094. 5.5X .138 13.1+ .OB 1 Q.oo 145~5 + 10113~+ 18763~ 4.~x ~163 6.o+ .o 1 1.00 9t5.2 ..:. 5356.-7858. 2.:6x .137 4.9+ .o 1 1.00 145.S + 10113.+ 18763. 4.2X .163 6.0+ .O 2 1 .• OQ 97. 3, ·-J,1174 .• -12-094. ·5. 5X .138 13 .1+ •. OB 1 1.00 96.2 -.. 5356 .• -7858. 2.:6x .137 4.·9+ .o 2 1.00.123.:2 + 18623.+ 19901. 10.ex .115 13.1+ .oB 2 1.00 54.6 ~ 20250i-22473. 10.px .137 11.9+ .OB silwl~OO 84~0 ~ 8350~-14348. 4.fX ~138 12.1+ .OB 2 1.00 119~9.+ 576~0~+ 71250. 20.7X .188 19.2+ 7.lB ----------~-----~--~-------. TCRYY = 1.842, BC RYY = 1.633·, WLEN,/(TC RYY) = ~53.515 WORKING. LENGTH = 3 a .• 917 FT · . · . · · . ·. BRIDGING SPACING STANDARD .AT 19 • 4 58 FT FOR 1 --ROW ( S) OF H ..;BR1IDGING-. -~----~---~~~------~--~--... · NOTE: END P,ANEI,, SHORTENijb TQ APJUST· . fOR TOP GHQRD l3ENDI-NG. NOTE: DOUBLE ANGLES.REQUIREO FOR VERTICAL WEBS AND/OR W2D ,· ~ < -' -'', ' ' . ' ~, • .,. •' 1• .: . ;' ' , ' . : -~ . , . ' : t' ... , ' ~i.-: ... , ... ' ··-:_ -:. ·-: _. . . ·~"' -. .. .. ~.,. :..... . * ~ • • • .,.,.•-r •• , '·· •• ,t _: •. )• ,,,-•• ;_~ . -~· ,._ . . . ' . -~ •.,_ .. .. , ,·• L • : • • • ,0: ~ ••• ~ ... A' • ~ ...... ,I!.< I .... -~---·· ...... ,.., ....... ~ ·4 ••• ' .. -·· ... -:. -· • PURITAN -BENNETT 94-9-432 LIST 11 May 21, 1990 T32 40LH1380 40' 0-3/411 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** DEPTH BS LENGTH 40.00 40-0 3/4 BRIDGING SPACING 19.9 LEFT END RGHT END STANDARD STANDARD **LOAD CRITERIA** TOTAL LOAD= 1380. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 **TCX/CANT LOAD CRITERIA** R TCX LOADS: UNIFORM= 1518. PLF. **BASIC DIMENSIONS** LEFT RIGHT RIGHT ACTUAL DEFL INCHES 1.23 TL .54 LL WK LENGTH END PANEL END PANEL 39.7292 6-2 0/0 6-2 0/0 LEFT VAR DIM 3-1 3/8 VAR DIM INTERIOR PANELS 3-1 3/8 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-8 5/8 4-8 5/8 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 40 0/0 38 1/8 40 0/0 40 0/0 {ACTUAL) 38 1/8 38 1/8 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 3144.5 38.167 2 -.530 2 6289.1 38.167 2D -2.205 3 5617.0 38.167 3 1.021 4 4945.0 38.167 4 -.888 5 4945.0 38.167 V2 .ooo 6 4945.0 38.167 5 .888 7 4945.0 38.167 6 -.888 8 4945.0 38.167 V3 .ooo 9 5617.0 38.167 6R .888 10 6289.1 38.167 5R -.888 11 3144.5 38.167 V4 .ooo 12 .o .000 4R .888 13 .o .000 3R -1.021 14 • 0 .000 2DR 2.205 15 .o .000 2R .530 AXIAL LD IN WEB + 51816.0 6905.8 25164.4 + 18623.1 4945.0 11173.8 ·+ 3724.6 4945.0 + 3724.6 11173.8 4945.0 + 18623.1 25164.4 6905.8 + 51816.0 TCX LEFT o-0 0/0 TCX RIGHT 1-4 0/0 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 45781.3 .o 42928.6 .o .o 60535.0 74462.9 .o 74462.9, .o .o 82819.7 85605.3 .o 85605.3 .o .o 82819.7 74462.9 .o 74462.9 .o .o 60535.0 42928.6 .o 45781. 3 • 0 .o .o PURI.TAN -BENNET.T · 94--9-432 · LIST T~2 ,. 11 •• ••• May. 21, J,990 **CHORD DES:i;GN** ST:E!EL FY -50000. PSI -~----------~----·-AXIAL STRESS L·END PANEL PP 10936.6 L:END PANEL MP 10936.6 L VAR PANEL PP 102·55 .1 L VAR PANEL, MP .10255. l INT PANEL PP 2045·.o .1 /INT I?ANEL MP 2045'0.1 R VAR PANEL MP 10255.1 R'VAR PANEL PP 10255.1 R.END PANEL MP 10936.6 R.END PANEL ~p 10936.6 SEC DESCRIPTION T€ 52 L3-1/2X3-1/2X.313 BC 43 L 3 X J X.250 SEC 43 DESCRIPTION L 3: X 3· X.250 AXIAL MOMENT RATIO UNI LOAD .3646 -37594.8 .5754 26249.0 • 3418 _..,.37594·. 8 :5396 13773~0 ~ 6817' -17719 .·6· • 83 2 6 8'8 5 9 • .8 . • 53:96. 13773 .·o •. 3418 -37594. 8 .5754 26249.0 • 3646 -37594. 8 AXIAL LOAD K KL/R 8'5~05 •• 75 46.7 82820. 1 .. 00 145 ~ ~ AXIAL Sir1RESS CBRMP 2·9776. • 99:25 BENDING BENDING STRESS RATIO 19~36.0 .6412 53.01. 4 • 2080 · 19236.0 .6412 2781.7 .1060 9066 .• 5 .3022 1789.4 .0655 2781.7 .1060 19236.0 .6412 '5301.4 .2080 19236.0 .6412 I FLRS 24·90. 2DEVf 0 1Q07.1REQ O 1544.3REQ TL COMBINED -RATIO 1.0058 .7834 .9830 . 64'56 . ~-98'3:9 • 898'0 .6456 .9830 .7834 1.0058 LENGTH 41-4 3/4 2.9-5 314 B<;! BOTTOM CHORD EXTENSION ;::: 0-10 1,2 L[VE LOAD Di= 2225.4 PLF ~6~K£ LIVE LOAD DEV ..... 1483.6 PL·, L/240 LOAD FOR DEFL = ].38·0 ~ 0 PL?. -----~--------**TCX DES:,CGN** -~------------I I _ BEARING SEC R 52 TC : 61 BR BENDING MOMENT -16192. REQ S DEV S .540 . 1.928 REQ I .2'68 DEFLO DEV _I IN. I 4. 904 .1331 LENGTH DEPTH 1-4 o Io 5 • ·o o o-6 0/0· -~----~-------------' *~E:ND PANEL_ DE:E:;I~N.**· -~---ixiir:-iaio""' ___ i LEFT 4 57 811:. 3 l:.. 0 0 RIGHT 457"81.3 1.00 KL/R FLR 79. 3' 0. 79.3 0 WEB 'TO END BASEL NGM NGM B. DEPTH 2D 4-:8-5/8 I 5 0/0 2 D 4;.. 8 5 /8 5 0 t 0 -~~-----------**WEB DESIGN**. STEl~fL FY -50000. PSI • MIN VERT SHEAR = 6:8 5 3 • 3 LBS • END "REACTION = 27!413 .1 LBS. -------------- WEB NO 2 3.1 2D 25 j 25 4 14 V,2 22. 5 17 16 25 V3 22 6R 2·5 5R 17 V4 22 4R 14 3R 25 2DR 25 2R 31 DESCRIPTidN L 2 ,,x 2 X.232 L 2 X 2 X.163 L 2 X. 2 X.163 Ll-1/2Xl-1/2X.115 L 2. X 2 X.137 Ll-:1/2X;L-I/2X.138 L 2 X-.2 X.163 L 2 X. 2 X.137·. L 2 X 2 X.163 Ll-1/2Xl-1/2X.138 L 2 X 2 X.137 Ll-1/2X:I.-1/2X.115 L 2 X 2 X.163 L 2. X Z X.163 L 2 X 2 X.2~2 REQ . DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WE'D SIZE WELD SLOT 2 1.00 133.3 + 51816.+ 52451. 18.6X .188 18.5+ 3.6B 1 1. 00 106 .1 -7376. -8269,. 3. ox .163 4. 8+ • 0 2 1.00 -~7~6..,. 25164.-~5815. 10.4X .163 12.6+ .OB 2 .1 .• 00 123.2 + 1.8623.+ 19907. 10.9X .115 13.1+ .OB 11.00 96.2 -5~73~-7858. 2.6X .137' 4~9+ .O 2 1.00 97~3 -11174-~-12094. 5.5X .138 13.1+ .OB 1 1~00 145.5 + 1Q324~+ 187~3~ 4.3X .163 6.0+ .O 1 1.00 96.2 --. 53·73_,... '7858. 2.6X .137 4.9+ .O 1 1.00 14-5.5 + 10324.+ 187·63. 4.,3X .163 6.0+ ~O 2 1.00 97.3 -11174.-12094. 5.5X .138 i3.1+ .OB 1 1 • .00 96.2 -537:L-7858. 2.6X .137 4.9+ .O 2· 1.00 123.2 + 18623.+ 19907. 10.9X .115 13.1+ .OB 2 1.00 67.6 -25164.-25815. 10.4X .163 12.6+ .OB 1 1.00 106.i -7376.-8~69. 3.0X .163 4.8+ .O 2 1!00 133.3 + 51816.+ 52451. 18.6X .188 18.5+ 3.68 .. .. , ,. -·~ ' ! ··,·· ... ···, . ~ -~ . •' ., -~ -• '' ·-' •• -" ' , ... 1 •••• ' .... ·.,.· ._ --·-" ... -: . . ~ . ' '• ---. .. .. ..... ' --......... -::--.I' ..... ' •• ~. ' . . . ' ' . ~· . :· ..... • -' ' ' .. • ,1 , -· • • ~----.... -.... -~--' • • ... t·,. ~ ..,. • .. ...... PURITAN -BENNETT 94-9-432 LIST 11 T32 • **BRIDGING REQUIREMENTS** ------------------------- • .. May 21, 1990 TC RYY = 1.842, BC RYY = 1.633, WLEN/(TC RYY) = 258.808 WORKING LENGTH= 39.729 FT BRIDGING SPACING STANDARD AT 19.865 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED TO ADJUST FOR TOP CHORD BENDING. ···:·: •• ----------~------~~LOAD CRITERIA** I • ' ,, --, -,, - iorir.-r.oio-;--i4io. PLF, LIVE LOAD = 600·. PLF. LIVE LOAD .DEFLECTION SPECIFIED AS L/.360 !~!~-±;i~~~-~~!~~~:!~~-~PECIFIEDAS L/240 ** ·CONCENTRA'I'ED LOADS:·** . . ' ----------------------' ' TC TC- TOTAL LOAD KIPS. 3.200 3.200' . ' . LIVE LOAD KIPS .000 .ooo , _________________________ _ **TCX/CANT ;LOAD CRITERIA** FROM LEFT END BAS~ LENGTH MOMENT · PROXIMITY -FROM DISTANCE. IN INCHES PP 12-9 3 1 4 .oo 4 16~ 9 3J~ .~O 5 LOAD SUPPORTING TO PP WEB MEMBER 4 5 -~-------~------------------Ri TCX LOADS: UNIFORM = 1'551. PLF. I ~'!~~~~~=~!~~~~~2~~~~ NOTE: . SPECI_AL .OIMEN$I.ONS DEFINED--1 WK LENGTH EN~Ei~EL EN~Ig~EL vH.~B'IM vHGMiM INTERI·R PANELS . 39. 72.92 5~ ~ 0/0 5·-O· 0/0 3-3· 3/4 2.-3 0/0 .3 AT 8-0 0/0· LEFT TC RIGHT TC END PANEL END PANEL 5-6 :0/Q: ·5-0 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT :4'0 0 /0 4/0: 0 /. O. 4 0 0/0· (ACTUAL) . 38 010 38 oyo 38 oyo (EFF) _ TCX LEFT o-I 0/0 TCX RIGHT 1-4 0/0 ------------------*·*TRUSS ANA;LYSI$** ------------------·:::: ' ',, WEB AXIAL . EFF WEB AXIAL.LD LD AXIAL LD· PP LOAD-LBS DEPTH MEM SLOPE' IN WEB TOP CHORD BOT CHORD 1 37($0.0 ., 37. 996 2 ..,.;594· ·+ 554.15,. 4 · · · 47-650. 3 • O· 2 -6'09.5.'3 37.996 Vl .000 ... . 6'09'5. 3 47650.3 .o 3 5155.3 37.996 3 .956 3212,0.1 .o 70869.1 4 8840-.• ·o 37.996 4 -,,.792 + 274'5,2 ~-9 92394.2 .o :~ 884,0.Q 37.996 V2 .• 000 _.,. 8840.0 92394.2 .o :6 564·0.'0 37. 996 5 .792 13210.2 .o 102752.0 7 5640~0 37. 996 6 -.792 1'03-2. 5 101942.4 .o :8 5640.0 31. 996· V3 .ooo 5640~0 101942.4 .o 9 4406.3 37.996 6R • 7,92 : + _l·'0.11Q. 5 .o 94007.9 10 4993.8 37.996 5R -. 7·92 19206.5 78948.5 .o 1:L 3407.5 37.996 V4 .ooo 5640·. 0 7~948.5 .o 12 .o .ooo 4R .792 + ; 2:8293. 5 • 0 56764.3 .10 .• 0 • 000· 3.R -1. 407 I -· _ 2"6948 .·4 41154.7 .o 14 .o .000 ·vs .ooo ._ 4993.8 4.1154. 6 .o 1:5 .o • 000 21"{ . .655 + 4.9199. 5 .o .o , ~. ~ '. . ' . ' ' .. ~. ' .. .. . . . ' -. ~ ~ . : -'. , .. ·-',;. '•"" ., ,, ' ,,. ·_: :.:, ,, .. '. :: •, :-.: .. ",' /. •·. ... . ' . ··. ' 'A ;, •:•, <• . . . . . ~. -. -.,.~ .. ,. ·.-... · ... --·::., ; '' . ' •. 1. '"-·-,,, ·• ·:. ' ~ : • '\ •"i".: • '" :.,,·,. ,, •'' •• • PURITAN -BENNETT 94-9-432 LIST 11 T33 · May 21, 1990 **CHORD DESIGN** STEEL FY= 50000. PSI LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL STRESS 8332.3 8332.3 8332.3 8332.3 17967.6 17826.0 7196.4 7196.4 7196.4 7196.4 TC BC SEC DESCRIPTION 59 L 4 X 4 48 L 3 X 3 X.375 X.313 AXIAL MOMENT RATIO UNI LOAD .2777 -43675.2 .4442 40304.1 .2777 -43675.2 .3432 -2027.0 .5989 -22560.0 .7129 11280.0 .2705 -8899.6 .2399 -35391.8 .3553 33297.3 .2399 -35391.8 AXIAL LOAD K KL/R 101942. .75 45.7 102752. 1.00 162.9 BENDING BENDING STRESS RATIO 14337.6 .4779 5263.0 .1971 14337.6 .4779 665.4 .0230 7406.0 .2469 1473.0 .0524 2921.5 .0988 11618.3 .3873 4348.0 .1570 11618.3 .3873 I FLRS COMBINED RATIO .7557 .6413 .7557 .3662 .8458 .7653 .3692 .6272 .5123 .6272 LENGTH 41-4 3/.4 31-3 314 SEC DESCRIPTION AXIAL STRESS CBRMP 3179.5DEV O 1007.lREQ 0 1845.3REQ TL BC 48 L 3 X 3 X.313 28862. .9621 BOTTOM CHORD EXTENSION= 0-10 1/2 L/360 LIVE LOAD DEV= 1894.2 PLF, L/240 LIVE LOAD DEV= TOTAL LOAD FOR DEFL = 1649.0 PLF. 2841.3 PLF **TCX DESIGN** SEC R 59 61 TC BR BENDING MOMENT 16544. **END PANEL DESIGN** REQ S .551 DEV S 3.046 REQ I .274 DEV I 8.717 DEFLC IN. .133 LENGTH 1-4 0/.0 o-6 010 BEARING DEPTH 5.00 AXIAL LOAD LEFT 47650.3 RIGHT 41154.6 K KL/R FLR WEB 1.00 81.3 O V TO END BASEL NGM 5-6 Of.O NGM B. DEPTH 5 0/0 5 010 1.00 73.6 0 V 5-0 010 **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 8012.4 LBS. WEB NO DESCRIPTION 2 33 L2-1/2X2-1/2X.197 Vl 22 L 2 X 2 X.137 3 29 L 2 X 2 ·X.213 4 20 Ll-1/2Xl-1/2X.170 V2 25 L 2 X 2 X.163 5 20 Ll-1/2Xl-1/2X.170 6 20 L1-1,2x1-1,2x.110 V3 22 L 2 X 2 X.137 6R 14 Ll-1/2Xl-1/2X.115 5R 22 L 2 X 2 X.137 V4 22 L 2 X 2 X.137 4R 20 Ll-1/2Xl-1/2X.170 3R 25 L 2 X 2 X.163 V5 22 L 2 X 2 X.137 2R 31 L 2 X 2 X.232 Q K 2 1.00., 1 1.00 2· 1.00 2 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 2 1.00 1 1.00 2 1.00 END REACTION= 32049.8 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 95.8 + 55415.+ 56771. 19.9X .188 19.9+ ~oB 95.8 -6605.-7899. 3.2X .137 4.9+ .O 70.0 3212·0.-33767. 11.5X .188 ·12.4+ .OB 133.4 + 27453.+ 28866. 10.9X .170 13.2+ .OB 96.2 -9350.-9589. 3.9X .163 4.9+ .O 104.1 -13210.-13220. 5.2X .170 13.2+ .OB 104.1 -12909.-13220. 5.lX .170 13.2+ .OB 95.8 -6150.-7899. 3.0X .137 4.9+ .O 131.2 + 12909.+ 19907. 7.6X .115 13.2+ .OB 77.2 -19207.-19068. 9.4X .137 13.0+ .OB 95.8 -6150.-7899. 3.0X .137 4.9+ .O 133.4 + 28294.+ 28866. 11.2X .170 13.2+ .OB 59.0 -26948.-27549. 11.lX .163 11.8+ .OB 95.8 -5503.-7899. 2.7X .137 4.9+ .O 113.4 + 49200.+ 52451. 17.7X .188 19.0+ .OB 'I . / PURITAN BENNETT 94~9~ 432 LIST 11 '1'3,3 . - ..• · .. :. . ' . . , " : . . .,, . ,,. . -~----------------------~-**BRIDGING REQUIREMENTS**· : • .May ~1, 1990 ;c-Rii"";~-;:osi~-Bc-Rii-= 1.641, ·wt.EN, ('Tc RYY) = 2 3 2. 3 97 WORKING. LENGTH = · .3 9 • 72 9 · FT . BRIDGING SPACIN(.; DEVELOPED AT 19.865 FT FOR 1 ROW(S) OF H-B' IDGING. -~-------------~--------- '. ' .. -. -~ ~ ; • 1.' -.-. ·. ..... ~· . . . • ,;,4 ~·-. -~~~-~.:, ,~~.,. •• ..... _:_ ·1 ·., -·: ·. - M: ...... . ;~ . .. ._. -... ~... ' PURITAN -BENNETT 94-9-432 LIST 11 T34 40LH1410 • May 21, 1990 39' 311 •• ---------------------------------------------------------------------------;--** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES 40.00 39-3 0/0 19.5 1.12 TL .41 LL **LOAD CRITERIA** TOTAL LOAD= 1410. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/.360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 ----------------------** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH ----------------------TOTAL LOAD LIVE LOAD MOMENT PROXIMITY FROM LOAD SUPPORTING KIPS KIPS DISTANCE IN INCHES pp TO PP WEB MEMBER TC 3.200 .000 12-5 1/.2 .oo 4 4 TC 3.200 .ooo 16-5 1/2 .oo 5 5 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL 38.9167 5-6 0/0 4-9 0/0 VAR DIM VAR DIM INTERIOR PANELS 2-11 1/2 2-0 1/2 3 AT 8-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-6 0/0 4-9 0/0 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/.0 38 1/8 40 0/.0 38 1/8 40 0/.0 38 1/8 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 3760.0 38.122 2 -.596 2 5845.6 38.122 Vl .ooo 3 4905.6 38 .122 · 3 1.074 4 8840.0 38.122 4 -.794 5 8840.0 38.122 V2 .ooo 6 5640.0 38.122 5 .794 7 5640.0 38.122 6 -.794 8 5640.0 38.122 V3 .ooo 9 4259.4 38.122 6R .794 10 4670.6 38.122 5R -.794 11 3231.3 38.122 V4 .ooo 12 . 0 .000 4R .794 13 .o .000 3R -1.556 14 .o .000 V5 .ooo 15 .o .000 2R .693 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 54179.0 46547.1 .o 5845.6 46547.1 .o 29898.3 .o 66922.6 + 27293.8 88295.8 .o 8840.0 88295.8 .o 13079.9 .o 98538.3 1134.1 97650.3 .o 5640.0 97650.3 .o + 10202.7 .o 89660.7 19271.4 74569.7 .o 5640.0 74569.7 .o + 28340.0 .o 52377.3 26014.6 38312.5 .o 4670.6 38312.5 .o +. 46615.8 .o .o '" '\, ..... ,, . . Pt:JRI.TAN -.BENNETT · · 94'-9~ 432 . LIST 11: T3,4 · . **CHORD DESIGN** LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR-PANEL-MP INT PANEL PP· INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP R END PAN·E~ PP STEEL FY; .. .AXIAL STRESS 9368:. 0 93.68. 0 .9368. 0 · 93"68. 0 19831.6 :I.96:52. 9 7710:. 7 7710.7 77.10.7 7710.7 . SEC DESCRIPTION . TC 57 L~-1/2X3-1/~X.375 BC/ 48 L 3 X 3 X.313 SEC DESCRIPTION . Be: 48 L 3· X 3 X.313. .·.M&y'..2:1.,. 1990 = 50000 .. PSI AXIAL MOMENT RATIO ·trN:t LOAD ~ 3123 ' -43-403 •· 2 • 5766 40415. 5 ~312·3 -4340.3.2 • 3-889 -4881 .• 5 • 6.611 .--2-2560: O •. • 8199 11280 .• 0 • 29'.18 -9901. 3 • 2·570 -31679 .,6 • 4 o 5 9 . _ .3 o·o o 1 • 1. .2570 -31679.6 AXIAL LO,AD-K · KL/R 97650. • 75 52 •. 4 98ij38. lLOO 162.9 .AXIAL STRESS CBRMP 27679. • 9·22 6' ·: .• ~ ' < . ·, BENDING BENDING ·sTRESS AATIO 1883S.~ .6279 .7144. 7. • 2859 18'838. 2 • 6279 2118. 7 • 0737 979147 .3264 1994 •. 1 • 0734 4297.4 .1456 13749~E .4583 5303.7.. .1962 . 13749.8 .4583 I FLRS 3022.9DEV 0 946.6:REQ 0 1739.lREQ TL COMBINED RATIO • 9-4.0:2 • 862:5 .9402 • 4·62-7 .9874 • 893·3 .4374 . .7154 .6:020 . • 7154' LENGTH 39..;, 3 0 1 0 30-g o?o BOTTOM CHORD EXTENSION L/.36.0 LIVE LOAD DEV == TbT,AL LOAD FOR DEFL = --~--------~~-~----- = -0-10 1/2 . 1916 .1 PLF,. L/24:0 LIVE ;LOl\D DEV = . 2874 .1 PJ:,F 1653.5 PLF. **-END, PANEL DESIGN*.* ~"_.,.!._-______ .;;.._.:,_ ______ _ 1 AXIAL LOAD . . K 'K,L/R FLR LEFT -46547.1 1.00 93 •. 2. 0 WEB. TO END 'BASEL NGM NGM B. DEPTH V 5~ 6 0/.0 . I 5 OlO ~~-~~~---:~:-~~: 5 1 .• 00 -80 .1 0 . _ v 4-g o /o 5 o "/0 **WEB 'DESIGN** · STEEL ·FY. = 50000. PSI. MIN VERT SHEAR = 7871.5 LBS. -E-ND .REACTcION = 31485. 9 LBS. --~~~--~---~~- WEB NO DESCRIPTION 21 39 L2.:.·lf2X2-1/2X .• 250 Vl 22 L 2 X 2 X.137 3 27 L 2 X 2 X~188 _4· 20 Ll-1/2Xl-l/2X.170' V? ~ 5 L 2 . X .2 X •. 16 3 5 • 20 Ll""'.lf.2'X1-1/.2X.1.70 6 1 20 Ll-11/2Xl~ll2X.170 ~3 22 L 2 X. 2 ~X.137 6R 14 Ll-1/2Xl-1/2Xrll5 SR 25-L. 2 X 2 X.163 V4 2 2 . L. 2. X 2 X-. 137 4R 2-0 L1-1/2Xl-1/2X.170 3R 25 t· 2. X 2 X.163 V.5 2 2 L .· 2 X 2 X. 137 2R 31 ~ · 2 X 2 X~232 -------~-..:._ ..... _____________ _ **BRIDGING RE.QUIREMENTS** · REQ . DEV REQ I FILLET AVBL Q 2 K K;L/R AX. LOAD ,AX. LOAD WELJD SIZE WELD SLOT 1.0-0 96.8 + 54179.+ 7125-0. 19.5X .188 16.5+ 7.1B 1 1.00 96.1 -6334.-7869. ~.lX .137 4.9+ .0 2 1.00 66.1.,.. 298:98.-31018. 10.7X .188 12.2+ .OB 2 1~0.0 13·3_5 + 2-1294.+ 28-866-. 10.8x .110 13;.2+ .OB 1 1.00 96.,5 -.9,3:28 •. -. 9·,54:8. 3.9X .163 4.9+ .O 2 1.00 104.-2 -13080.-13189. 5.2X .170 13.2+ .OB 2 1·. 00 1.0·4 .-2 -1.2.6-57. -13189. 5. OX .170 13 .• 2+ • OB 1 1.00 96.1 -'612&.-7869. 3.0X .137 4.9+ ~o 2 1.-00 131 .• 4 + 12657.+ 19907. 7.-{J,X .115 13-.2+ .OB 2 1.00 11.~ -19~71.-23655. a.ox .16a-1a.0+ .oB 1. 1 .• 00 -96~1 -6128.-_ 7899. 3.0X .137 · 4.9,+ .O· 2· 1.-00 133.5 + 2834.0.+ 28866. 11.2X .170 13.'2+ .OB 2 1.00 57.3 -260'15.-27865. 10.i]X .163 11.7+ .OB 1 1.00 96 .• 1 -5159.-. 7·869. 2.5X .137 4.9+ •. 0 2 1.00 ios.~ + _46616.+ 52451 .• 16.UX .188 15~9+ 3.6B Tc-i~i-:-... i:~ss;-ii,t~ii-: 1. 64;"7, wLEN/ (Tc R~Y> == 2£?1. 105 WORKING LENGTH= 38.917 FT ~~!~~:N~-~~~~:~~-,~~~!~~i:'~D AT 19. 4:58-FT ;FOR 1 ROW(S} _ OF H-BiIDGING. ' ,.,. ' •·, :,' ·---.. ~ .. : . L-'.~~·-!.~;~:-,_ .· ·. • ' '1 , • • • : :,t::..· ~ ·._. ':_7..; ~ ·,_~: ._· ... ··~· .. . . ~ . :;. ; ~.. . . -... ' • J • • • • ., ·-· • ' •• ,, .1,: .-.. • -. ~-. . • ' '-·· _.,_ •• _,, •• 1 • ' , ' '. -', :-• •• : • •• ' (.\, ',.\·· .t ··,' -: ' , • : •• • ': J ..;. ' ·: • ,;. • -~. • .... :. • ... : ... ·.-... . . -. -..--·· . .... ..... . ·. -~-' ·:~~·: ·;,. ~. .. . . . '-~ · ... ' -'• , : .:· . ; ~--- . .... ~·· .. \-,.··' ~ ·. :, .:.· ,' ~' '. ' .: ... • . :·' ;' ' ., . ·· .. _; . :~· •' :: '•' . -. . . , r -·. ::'!. ... ' ~ ~ .-~ ..,.' . • • . . ~ .. . . ... ·, .. -. --~ I .. . ·'····' PURITAN -BENNETT 94-9-432 LIST 11 T35 40LH1080 • May 21, 1990 40' 0-1/4" • ---------------------------------------------·-.------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS DEPTH BS LENGTH 40.00 40-0 1/4 BRIDGING SPACING 19.8 LEFT END RGHT END STANDARD STANDARD **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= 1188. PLF. **BASIC DIMENSIONS** LEFT RIGHT RIGHT VULCRAFT ENG DEPT** ACTUAL DEFL INCHES 1.19 TL .66 LL WK LENGTH END PANEL END PANEL 39.6875 5-10 0/0 5-10 0/0 LEFT VAR DIM 3-5 1/8 VAR DIM INTERIOR PANELS 3-5 1/8 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-8 1/2 4-8 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 40 0/0 38 3/8 40 0/0 40 0/0 (ACTUAL) 38 3/8 38 3/8 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2455.3 38.425 2 -.565 2 4910.6 38.425 2D -2.860 3 4390.3 38.425 3 .934 4 3870.0 38.425 4 -.894 5 3870.0 38.425 V2 .ooo 6 3870.0 38.425 5 .894 7 3870.0 38.425 6 -.894 8 3870.0 38.425 V3 .ooo 9 4390.3 38.425 6R .894 10 4910.6 38.425 5R -.894 11 2455.3 38.425 V4 .ooo 12 .o .000 4R .894 13 .o .000 3R -.934 14 .o .000 2DR 2.860 15 .o .000 2R .565 AXIAL LD IN WEB + 38572.0 5202.2 20602.1 + 14519.9 3870.0 8712.0 + 2904.0 3870.0 + 2904.0 8712.0 3870.0 + 14519.9 20602.1 5202.2 + 38572.0 TCX LEFT o-1 1/2 TCX RIGHT o-0 0/0 AXIAL LD AXIAL LD TOP CHORD BOT CHORD 33581.4 .o 31864.2 .o .o 46917.8 57744.8 .o 57744.8 .o .o 64241.0 66406.4 .o 66406.4 .o .o 64241.0 57744.8 .o 57744.8 .o .o 46917.8 31864.2 .o 33581. 4 .o .o .o • ·:. -, :. • ••• -PURITAN ..,. BENNETT·· 94-9-432 LIST 11. T~5 ----------~-~~-- .May .21, :l:990. **CHORD DESIGN·*·*' STEEL FY = 50000. PSI ----------------,. --. . - AXIAL, STRESS L END PANEL PP: 94.32. 8' L· END PANEL MP 9·4 3 2 • 8 Li VAR PANEL PP 8.9 5 0. 5 L,VAR PANEL.MP 8950.5 · ' INT PANEL. PP 18653 .1 INT· PANEL MP 18653.1 R VAR PANEL MP -895b. 5 R VAR PANEL pp 89.50.5 REND PANEL MP 9432.8 REND .PANEL PP 9432.8 S.EC DESCRIPTION . · 1c 48 t· 3 ·x 3 x.313 BC, ~8. L2-l/2X2-1/2X.230 AXIAL · MOMENT RATIO tJNI ·· LOAD • 3144 -·29,.2:.81. 5 • 576,2 20451. 3 • 29'83 -292-8:1. 5 ..• 54-67 ,J:0719,. 0 · • 6218 -138.'57. 5 • 7906 693'3. 8; .5467 10719.0 •. 2983 -:292·81. 5 .5762 20451.3 • 3144 -2~-281. 5 · AXIAL . LOAD K, KL/R 66406. • 75 54. 7 64241. 1.00174.6 BEND.ING ENDING STRESS RATIO 20672~3 .6891 5851~8 .2339 20~7i.j .6891 · 3·067 .1 .1185 9790~2 .326j 19·8 4 • 0 • 0 7 3 3 3067.1 .1185 20672. 3 • 68,91 5'851-. 8 • 2339 20672.3 .6891 . ..I FLRS: 2'.008 .7DEV 0 1Q04.0REQ 0 COMB IN-ED RATtO· 1. 003;5 .8101 .9874 .6653 .9481 .8639 .6653 • 9.874 •. 81·01 1. 003·5 LENG.TH 40~ 1 3/4 29-9 314 SEC DESCRIPTION · ·AXIAL STRESS CBRMP 1204 •. 8REQ TL \ BC 38 L2.:.i/2X2-1/2X.2·30 30264. 1.008·8 BOTTOM CHORD EXTENSION= 0-8 3/4. . L/360 LIVE LOAD DEV.= 1200 •. 4 .PLF, L/240 TbTAL LOAD FOR DEFL =. 1080.0 :!?LF' •. LIVE LOAD DEV= 1800.7 PLF DEJ *'*'rCX DESIGN**·. ---~------~-~~- 1SEC L 4.8 TC 40S BR . BENDING MOMENT 111 •. REQ s· -004 DEV S J,.416 REQ I • .poo DEV I 3.024 IN. I .Oll BEARING LENGTH .. OEPTH o-1 1/2 5.00 o-6 0/0 -~-----·-~-~-:---!-~--~-~ KL/R FLR WEB ·TO END BASEL NGM NGM B. DEPTH ·92·.6 O 2D ·4·""'8 1/2 . I 5 0/0 -t-·-~~-~~--:---·-:· 92. 6 0 · ·?D , 4:-8 1/2 5 Ol,0 **WE~ DES.IGN**., STEEL FY= !50000. -PSI. MIN; VERT SHEAR= 5357.8 LBS., ----,-------·-.,.-. . .. END REACTION == . 2Jl431. 3 LBS~ WEB NO DESCRIPTION 2 27:1-L 2 ··x 2 X.188 2D 22~L 2 X 2 X.137 3 25 L 2 · X 2 X~163 .:... __ :4-25 L-" 2 X· 2 X .• 163 V2 2.2 L 2 X 2 X .13 7 5. ,14 Ll-1/~X.1-1/2X.J,15 .·6 22 L 2 X .·2 X.137 'V3 2·2 L 2 X 2 X. 13 7' · ,-6R 22 L 2 X 2 X.13·7 5R 14. Ll-1/2Xl-1/2X.115, V4 22 L 2 X 2 X.137 4R 25 L 2 X 2 X.1'63 3R 25 L 2 X · 2. X.163 · 2DR 22 L 2 ·X 2 X.137 '.2R 27 L ·2 .. X 2 X.188 .. , J ' . ' --.... ,. .: ~ ..... ~.--~~-.:·"\_ , • .:,. 1~, : , ' -· . ,,. . ~ . . . . ,. .. ' j·. , ' • ' -,<;..,.· ... -" • '' ' . '.,, .• .. ." ; ~ ·.·,. ·,,• ! '•· ; . -' . ~· ,, . Q K 2· 1 .• 00 1 1.00 2 1.00 ·1 .1,. 00 l 1.00 ~ l:o 00 ·1 1. o.o I .1./00 1 1.00 2 1 .• 00 1. 1. 0-0 11.00 2 1.00 1 1.00 2 1~00 i • -,. . REQ DEV REQ FILLET AVBL KL/R AX )~OA_D AX LOAD WEnD SIZE WELD SLOT 126.5 + 38572.+ 42999. 13.9X .188 1-4.8+ .OB 102.6 -~554.-7244. 2.7X .137 4~7+ .O 71.2 -20602.-25049. 8.5X .163 10;3+ .OB 145.9 ·+ 1452-0.+ 1876.3. 6.0X .163 6.,0+ .O 96.~ ~ 4202.-7797. 2.1x·.137 4.9+ .o 97,2 -~712.-9947~ 5.lX .115 10.5+ .OB .a.4<5. 4 + '8041. + 158.77. 4. ox. .137 6,. o+ • o 96.9. ""'· 42·02.--77:97_ 2.1x .137 -4.9+ .o 145.4 +.·804.1.+ 158'77. 4.0X .137 ·6 .• 0+ .O 97.2·-. 8712.-9947. 5.lX .115 10.5'+ .OB .96.9 -4202.-7797~ 2.1x .137 4.9+ .o 14.5.·9-+ 1.4520.+ 18763. 6.0X .163 -6.0+ .O 71.2 -.20602.-25049. 8.5X .163 10.3+ .OB 102.6 ~ 5554.-. 7244. 2.7X .137 4.7+ .O 126.·5 + 38.572.+ 42999. 13.9X .188-14.8+ .OB . ; ,.·' . ,.. . ., :-•'. ~· • • '1 • ... • . . ,., , .. , ....:"~:_.::~/. :·:· :<;' "'... ' \ , •, ,'' ' ~ .. :· ..... ~·?' ..... , .... r,.,,, ~~ . -... "; ··,,·· ',,' .. ·PURITAN -BENNETT 94-9-432 LIST 11 T35 • **BRIDGING REQUIREMENTS** • May 21, 1990 TC RYY = 1.647, BC RYY = 1.435, WLEN/(TC RYY) = 289.130 WORKING LENGTH= 39.688 FT BRIDGING SPACING STANDARD AT 19.844 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED TO ADJUST FOR TOP CHORD BENDING. ' .• :- ' ' ' '' ', . '' -PURITAN -BENNETT · ·. ·94-9-·. ·432 LIST 11 . , T·4.1 · 4 0;LHi0 8 O Mq,y ~1., 199.0--· - 39'· 3 11 •·-- ' ' -~------~~--~--------------------~~----------~-~-------~---1--------------·----** LONG SPAN JOIST DESIGN REQUIREMENTS** s·JI SPECS_ VULCRAFT ENG .. DEPT** -.--------~-.~-------------~-----------------~--~-~-----------1-------------~----BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH DEVEiiOPED STANJ:}ARDSTANDARD INCHES ·4 0 • 0 0 3 9-3 O / 0 · 19 • 5 1. O 7 TL .60 LL ~~--------~------· *,*LOAD cRiTERIA** ~-----~------~---T_OTAL LOAD = 1080. PLF, LIVE LOAD = ·600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS, L/3'60 .T,OIJ;IL LO_Al;) DEFLECTION SPECI_FIED :AS L/2·~0 , ADDITIONAJ., TC AXIAL LOAD = 50.00 KIPS. -~---~------------~-**BASIC DIMENSIONS** NOT~: .SPECIAL DIMENS.IONS DEFINED-------~-~------------LEFT 'RIGHT WK LENGTH. END-PAN-EL END PANEL 38.9167 . 6-4 :0/0 6-4 '0/0' LEFT RIGHT VAR D~M . VAR DIM INTERI 1R PANELS 2-6 1/2 2-6 1/2 3'AT 7-2 0/0 LEFT Tc·., RIGHT TC END PANEL END PANEL 4-6 1/2 4~ 6 1/2 DEPTH DEPTH DEPTH LEFT . 40 0/0 ~8 'J:./4 CENTER RIGHT· 40 0/0 4-C:) 0/.0 (ACTTJAL): 38 lt 4 38 114 (EFF) . -~-------~-.--------*tTRUSS ANALYSIS** ' -------------------- -pp 1 2. 3 '4 ,5 :6 ;7 :8 ''9 LOAD..,.LBS . 23:62. 5 4702.5 4275,. 0 3870.0 3870.0 3870.0 ,3870. 0 3870~0 4275·.0 4702.5 23-62 .•. 5 ' .o EFF WEB DEPTH MEM 38-. 3:09 . 2' 38.309 2D 38. 309 ·3 3·8. 3-09 4 38.309 V2 38.309 5 38.309 6 . 38. 309 . V3 l~:58§ ~~ .... 38 •. 309 V4 .000 4R. .000 .3R WEB SLOPE -.518 -1.782 1.256 -. 89'1 .ooo .891 . -.,891 . · • 000 .8-91 . -.891 .ooo .891 -1.256 AXIAL LD --·IN WEB + 4.0572 .1 ,5392.5 17831.3 + 14544.4 3870.0 8726.6 + 29.08.9 t·· ,' ~;~ig·: g -1,0 ll 12 13 1'4 1'.5 .o .0 .0 • 0'00 2DR • 000 ... 2R 8726.6 3870. 0 --+ 14544.4 17·831. 3 · 5392. 5· 40.572 •.. 1 1. 7-82 -.5-18' : + ' --------'**CHORD DES:CGN** STEEL FY -5'0000 .• PSI ---------------- AXIAL ·LD TOP CHORD 36030.3 33391.1 .o 553.57. 2 55357.2 .o 64045.0 ·6,4045 •. o .o 553-57~2 55357.2 .o 33391.1 36030.,3 • 0 AXIAL LP BOT CHORD .o .o 44497.5 .o .o 61873.0 .o .o 61873.0 • O· .o 44497.5 .o .o .o ' ' AXIAI:i STRESS 9.350. 6 9350.6 ,, 8665:7- 8:665. 7' AXIAL MOMENT BENDING STRESS 1485:6 ~ 1 4112.7 BENDING COMBINED LEND PANEL PP L END PANEL -MP - · Li VAR PA:NEL PP L;VAR. PANEL MP 1 INT PANEL PP . INT PANEL MP R'VAR PANEL -MP -.-R' VAR PANEL PP · R. ·END PANEL .MP. __ RI END PANEL pp· -:: .. :-"" 16621.0 16621 .• 0 8665. 7. · '8665. 7 ,935.0. 6 -· ~-350 .• 6 RATIO . UNI LOAD • 3117 --26806. 5 · .• 39;54 190,53. 0 -. • 2889 · -, -26806.5: • 4 4 7 6 . 9 4:14 • 5 · .5540 -13867.5 .6424 "6933.8 .4476 9414.5 • 288·9 , -·26806. 5 • 3954 ,, -19053. 0 • :,31,17 ·: ,· ·-2.6'806. 5 ·:: '.: .-~ ·.: ... . ... ' . . ,• .. ,,·. •. ·:~ >\.~··'--::-'. 148'56 .1 2032.2 7685.4 14"96. 7 2032.2 14856.l · 4.112-. 7 148'56 .1 .. ; •, RATIO .4952 • 1608 .49'52 .0775 .2562 .0557 .0775 .4952 .1608 .4952 RATIO .8069 • 5'562. · . .7841 . .5251 .810-2 .6981 .5251 .7841 .5562 '• 806'9 ·: ;· -.:- • :,. ,, I •• '•• . . ~ ~ . ' ' '' •• • PURITAN -BENNETT 94-9-432 LIST 11 T41 SEC DESCRIPTION TC 51 L3-1/2X3-1/2X.287 BC 38 L2-112X2-112X.230 SEC DESCRIPTION .May 21, 1990 AXIAL LOAD K KL/R I FLRS LENGTH 64045. 1.00 31.1 2057.7DEV 6 39-3 0/0 61873. 1.00 174.6 946.6REQ 0 28-0 1,2 1135.9REQ TL AXIAL STRESS CBRMP BC 38 L2-1,2X2-lb2X.230 29188. .9729 BOTTO CHOR EXTENSION= 0-8 3,4 L/360 LIVE LOAD DEV= 1304.3 PL, L/240 LIVE LOAD DEV= 1956.4 PLF TOTAL LOAD FOR DEFL = 1080.0 PLF. **END PANEL DESIGN** AXIAL LOAD LEFT 36030.3 RIGHT 36030.3 K 1.00 1.00 KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH 48.3 1 2D 4-6 1/2 5 0/0 48.3 1 2D 4-6 112 5 o,o **ADDITIONAL TC AXIAL LOAD DESIGN** ALLOWABLE STRESS INCREASED 33% ------------------------------------TENSION -AXIAL AXIAL SEC FORCE STRESS TC 51 50000. 12976.0 LEND PANEL PP LEND PANEL MP L VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL PP AXIAL FORCE 86030.3 86030.3 83391.1 83391.1 114045.0 114045.0 83391.1 83391.1 86030.3 86030.3 AXIAL RATIO .3252 AXIAL STRESS 22326.6 22326.6 21641.7 21641.7 29597.0 29597.0 21641.7 21641.7 22326.6 22326.6 -COMPRESSION -AXIAL BENDING RATIO STRESS .5596 14856.1 .7098 4112.7 .5424 14856.1 .8404 2032.2 .7418 7685.4 .8601 1496.7 .8404 2032.2 .5424 14856.1 .7098 4112.7 .5596 14856.1 BENDING RATIO .3723 .1486 .3723 .0693 .1926 .0443 .0693 .3723 .1486 .3723 COMBINED RATIO .9319 .8584 .9147 .9097 .9344 .9044 .9097 .9147 .8584 .9319 **WEB DESIGN** STEEL FY = 50000. PSI. MIN VERT SHEAR= 5253.8 LBS. WEB NO 2 27 2D 22 3 20 4 25 V2 22 5 14 6 22 V3 22 6R 22 5R 14 V4 22 4R 25 3R 20 2DR 22 2R 27 DESCRIPTION L 2 X 2 X.188 L 2 X 2 X.137 Ll-1/2Xl-1/2X.170 L 2 X 2 X.163 L 2 X 2 X.137 Ll-1/2Xl-1/2X.115 L 2 X 2 X.137 L 2 X 2 X.137 L 2 X 2 X.137 Ll-1/2Xl-1/2X.115 L 2 X 2 X.137 L 2 X 2 X.163 Ll-1/2Xl-1/2X.170 L 2 X 2 X.137 L 2 X 2 X.188 **BRIDGING REQUIREMENTS** ------------------------- Q2 K 1.00 1 1.00 2 1.00 1 1.00 1 1.00 2 1.00 1 1.00 1 1.00 1 1.00 2 1.00 1 1.00 1 1.00 2 1.00 1 1.00 2 1.00 END REACTION= 21015.0 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 135.0 + 40572.+ 42999. 14.6X .188 17.3+ .OB 110.7 -5760.-6424. 2.8X .137 5.0+ .0 83.3 -17831.-17655. 7.lX .170 9.8+ .OB 145.7 + 14544.+ 18763. 6.0X .163 6.0+ .0 96.6 -4190.-7825. 2.lX .137 4.9+ .0 97.0 -8727.-9964. 5.lX .115 10.5+ .OB 145.2 + 7898.+ 15877. 3.9X .137 6.0+ .o 96.6 -4190.-7825. 2.lX .137 4.9+ .0 145.2 + 7898.+ 15877. 3.9X .137 6.0+ .0 97.0 -8727.-9964. 5.lX .115 10.5+ .OB 96.6 -4190.-7825. 2.lX .137 4.9+ .0 145.7 + 14544.+ 18763. 6.0X .163 6.0+ .0 83.3 -17831.-17655. 7.lX .170 9.8+ .OB 110.7 -5760.-6424. 2.8X .137 5.0+ .0 135.0 + 40572.+ 42999. 14.6X .188 17.3+ .OB TC RYY = 1.837, BC RYY = 1.435, WLEN/(TC RYY) = 254.271 WORKING LENGTH= 38.917 FT BRIDGING SPACING DEVELOPED AT 19.458 FT FOR 1 ROW(S) OF H-BRIDGING. PURITAN -BENNETT 94-9-432 LIST 12 Gl 35DG 0 • • May 21, 1990 23' 311 35G 4N 43.20K --.---------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 35.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .48 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 85.00 KIPS. CONCENTRATED 43.200 KIP(S) TOTAL AT PP 3 5 7 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 22.9167 4-1 1/2 4-1 1/2 LEFT VAR DIM 1-6 0/0 VAR DIM INTERIOR PANELS 1-6 0/0 2 AT 6-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 4-1 1/2 4-1 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 35 -0/0 32 518 35 0/0 35 0/0 (ACTUAL) 32 518 32 518 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 32.656 2 -.687 2 .o 32.656 Vl .ooo 3 43200.0 32.656 3 1.814 4 .o 32.656 4 -.907 5 43200.0 32.656 V2 .ooo 6 .o 32.656 5 .907 7 43200.0 32.656 SR -.907 8 .o 32.656 V3 .ooo ·9 .o 32.656 4R .907 10 .o .000 3R -1.814 11 .o .000 V4 .ooo 12 .o .000 2R .687 ----------------**CHORD DESIGN** STEEL FY = 50000. ---------------- AXIAL LD AXIAL LD IN WEB TOP CHORD + 114382.3 94256.4 .o 94256.4 73992.1 .o + 32149.3 153786.8 .o 153786.8 32149.3 .o 32149.3 153786.8 .o 153786.8 + 32149.3 .o 73992.1 94256.4 .o 94256.5 + 114382.4 .o PSI AXIAL LD BOT CHORD .o .o 129974.7 .o .o 177599.0 .o .o 129974.6 .o .o .o AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 12567.5 .4189 .o .o .0000 .4189 LEND PANEL MP 12567.5 .5562 .o .o .0000 .5562 L VAR PANEL PP 12567.5 .4189 .o .o .0000 .4189 L VAR PANEL MP 12567.5 .4493 .o .o .0000 .4493 INT PANEL-PP 23679.9 .7893 .o .o .0000 .7893 INT PANEL MP 20504.9 .7721 .o .o .0000 .7721 R VAR PANEL MP 12567.5 .4493 .o .o .0000 .4493 R VAR PANEL PP 12567.5 .4189 .o .o .0000 .4189 REND PAl',JEL MP 12567.5 .5562 .o .o .0000 .5562 REND PANEL PP 12567.5 .4189 .o .o .0000 .4189 PURITAN. BENNETT 94-9--432· --LIST -12 Gi I SEC! DESC,RIPTION TC 6 3 ·-. L -4 X 4 X. 5 0 0 BC 61 ~ 4 X 4 X.4~8 :SEC DESCRIPTION . BC 6:1 L 4 .X'. 4-X. 438 L/"360 LIVE. LOAD DEV TbTAL LOAD FOR DEFL -----·~------------~--**~ND PANEi DE$IGN*-* ---~------------~--~ · .. •-- Ma)l_ 21, .1990 AXIAL LOAD _ K ·Kt/R I . 153787 •. 1.00 34 .• 7 3772.lDEVj FLRS 4 0 177599. 1.00 91.8 .OREQ, . -_ 1581. lREQ: TL ~~IAL-sTREss ·,cBRMP I _ 26-810. ..8·937 · LENGTH 23-3-0/0 23-2· 0"/0 = 1,1709. 2 PLF, L/240 LIV-E LOAD DEi'il = 17563.7 PLF =· 7362 .1 PL_F-. · AXIAL-LOAD LEFT 9'4256.4 K 1.00 1.00 KL/R · FLR WEB ·TO END 60.7 0 V 4-1 BASEL-NGM N,GM B. DEPTH 1/2 EP ~p 6 0/0 RIGHT 9-4256.5 60.7 0 V 4-1 ~~~-----~~~--~~-~---~---~-----~~-~-1"/2 EP fP 6 0"/0 **ADDITIONAL TC AXIAL LOAD DESIGN** 4LLOWABLE --:...;~_.;_.;__.~,:. __ ..;._~~---·---,~ . .:..------~----· STRESS.INCRE~SED 33% -TENSION. -: TC SEC 63 AXIAL FORCE ~5000. L-END PANEL. PP L'END PANEL MP L·VAR PANEL PP L:VAR PANEL MP INT PANEL PP -INT PANEL MP R VAR PANEL MP ~ :i~ ~~-1-t fu~ R END PANEL PP·· _1 ________ ..;;, ___ ~ AXIAL STRESS 11333.~ AXIAL FORCE. 17925'6~ 4 179256-. 4 179256._4 17Q256-~ 4 262598.9 :2.38786. 8 179256 .• 4 - 179256.4 179256. 5. 179256.5 AXIAL RATIO ~2840 AXIAL STRESS. 23.900 .• 9 2-3900. 9 23·900 ~9 23·90'0. 9 j5'Ql3.2 31838'.2 23900.8 2·3.900. 8 2·3900. 9 23·900. 9 __ 'COMPRESS.ION --~~ft · B~~Ri~g BE~~ I8 to~~~-~D ·.5990 .o .0000 .5990 .7954 .o .0000 .7954 .5990 .o .0000 .599n .6424 .o .0000 .6424 • 877.5 • 0 • 0000 • 8775 -: 9013 •. o. • 0000 • 90.13 .6424 .o ·.0000 .6424 .5990 .o .000-0 .5990 . • 79_54 ~ 0 • 0000 .• 79.54 • 5.~90 •• o • ooo·o • 599·-o- **WEB DESIGN** s·TEEL FY = 5Q00(l ... PSI~ MIN VERT _SHEAR= 16j200.0 LBS •. -~----~---9!"'--- WEB NO DESCRIPTION 2 -61 L 4 X 4 X~438 v1 11 'L1--112x1.:.1;2x~ 138. -3 48 L· .. 3 X 3 X. 313 ;,4 25 L 2 X 2 X.163 - ·v2 17 Ll-'1/.2XJ.,-.1/2X.138 ._5 31 .L -2 _ X. 2 X-. ,232 5R 31 L 2 _ X 2 . X. 2 32 V-3 17 L1-1/2Xl-1/2X.138 4R 25 L 2 X 2 X.163 3R 48 L 3 , X 3 X. 313 . V4 17 Ll~l/2Xl-1/2X.l38 · 2R 6,1 L 4 X 4. X. 438 -_..,:..;,..~-----,-~ ____ _: __________ _ **BRIDGING REQUIR,E_MENTS** -~-~----------~~--------- E_ND REACT.ION = _ 64800. 0 LBS. · _ REQ DEV REQ. FILLET AVBL Q ;K KL/RAX-LOAD AX LOAD WEDD SIZE WELD SLOT 2 1 .• 00.--4T.o, +114.382".+1987-29. 20:5x _37-5 16.8+· 4.8B' 1 1.00 110.5 -3076 .• -4829. 2.ox .138 4.2+ •. o 2 1.00 4Q.5 7 73992.-91734. 19.9X .250 15.5+ 6.3B 2 .1.0·0 78.3 + 321,49.+ 3.7526. 13.3X .163 16.5+ .OB 1 1.00 11Q •. 5 --'3·076.-482.9. 2.ox .1-38 4.2.+ .o 2 1~00 79~5 ~ 32149-~ ~3410. 11L5X .188 16.5+ .OB 2 1 ~ 00. 79 .-5 --'32149 •. .,. 33-410. 11. 5X .188 16. 5+ • OB 1 1~0·0 110 .• _5 -3076.-48:29. 2.ox .138 4.2+ .o 2 l:.00 78 .•. 3 + 32149.+ 37526. 13.3X .163 16.5+ .OB 2 1.00 40-.5 -73992.-91734. 19.9X .250 15-.5+ 6.3B 1 1.00 110 .• -5 -3076.-4829. 2.ox .138 4 .•. 2+ -.o 2 1.00 47.·o +1L438,2.+19872,9. 2Q.5X .375 16.8+ 4.8B T.C RYY :::;· 2. 078, BC RYY = 2 •· 065, WLEN/ (TC RYY)--132. 36.1 .. --~~fM}g _g~f §I-~G = ~bi2 BE l ~J~E$ · -41. 29.11.--·. -~----------·--:-~-~~~----~-~~ ' . : ~I " ,,__,,,. ~ ,. • . • ., • ~ ~',' !, ,.,., , ' ' : ~:· ..Ii:. ·-~--.. •'. ' ' ., •.... ~-; ··-~ . •'.,:• .. 'J PURITAN -BENNETT 94-9-432. LIST_ 12 -• • May 21, 1990 G3 35DG 0 23' 3" 35G 4N 43.20K **JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS DEPTH BS LENGTH 35.00 23-3 0/0 **LOAD CRITERIA** JOIST SPACING 06-00 0/0 LEFT END RGHT END STRUT STRUT .5 IN .5 IN TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 95.00 KIPS. CONCENTRATED 43.200 KIP(S) TOTAL AT PP 3 5 7 **BASIC DIMENSIONS** LEFT RIGHT RIGHT VULCRAFT ENG DEPT** ACTUAL DEFL POINT INCHES LOADS .48 TL REQ .00 LL WK LENGTH END PANEL END PANEL 22.9167 4-1 1/2 4-1 1/2 LEFT VAR DIM 1-6 0/0 VAR DIM INTERIOR PANELS 1-6 0/0 2 AT 6-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 4-1 1/2 4-1 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 35 0/0 32 518 35 0/0 35 0/0 (ACTUAL) 32 518 32 518 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 32.656 2 -.687 2 .o 32.656 Vl .ooo 3 43200.0 32.656 3 1.814 4 .o 32.656 4 -.907 5 43200.0 32.656 V2 .ooo 6 .o 32.656 5 .907 7 43200.0 32.656 SR -.907 8 .o 32.656 V3 .ooo 9 .o 32.656 4R .907 10 .o .ooo 3R -1.814 11 .o .000 V4 • o·oo 12 .o .000 2R .687 ----------------**CHORD DESIGN** STEEL FY = 50000. ----------------AXIAL AXIAL STRESS RATIO LEND PANEL PP 12567.5 .4189 LEND PANEL MP 12567.5 .5562 L VAR PANEL PP 12567.5 .4189 L VAR PANEL MP 12567.5 .4493 INT PANEL PP 23679.9 .7893 INT PANEL MP 20504.9 .7721 R VAR PANEL MP 12567.5 .4493 R VAR PANEL PP 12567.5 .4189 REND PANEL MP 12567.5 .5562 REND PANEL PP 12567.5 .4189 AXIAL LD AXIAL LD IN WEB TOP CHORD + 114382.3 94256.4 .o 94256.4 73992.1 .o + 32149.3 153786.8 .o 153786.8 32149.3 .o 32149.3 153786.8 .o 153786.8 + 32149.3 .o 73992.1 94256.4 .o 94256.5 + 114382.4 .o PSI MOMENT BENDING UNI LOAD STRESS .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o . 0 .o AXIAL LD BOT CHORD .o .o 129974.7 .o .o 177599.0 .o .o 129974.6 .o .o .o BENDING COMBINED RATIO RATIO .0000 .4189 .0000 .5562 .0000 .4189 .0000 .4493 .0000 .7893 .0000 .7721 .0000 .4493 .0000 .4189 .0000 .5562 .0000 .4189 ' ! ~ -· ·r,,· . PPRITiW -.BENNETT -94-9-432 ·LIST 12 G~ . May ~1, 199.0 SEC DESCRIPTI.ON AXIAL LOAD K KL/R TC 63. L 4 X' 4 X.500 .. 153787. 1~00-3·4<,;7 BC 61 r,; 4 X 4 X.438 177599. 1.00 9-1.8 I r -SEC DESCRIPTION AXIAL STRESS CBRMP ..•. -- ,' -.. : .. I FLRS .LENGTH 3772.lDEV 4 23~ 3··0/0 . • OREQ O 23-2' 010 l581.1REQ TL BC 6.1 L. 4 . X 4 X .• 438 26·8'10. ~ 89~7 .. . . 1 L/.360 .LIVE. LOAD DEV== '.!-1709.2 PLF, L/240 J:,.~VE, LOAD TbTAL. LOAD FOR DEFL =, .. 7 3 62 .1 PLF. · · I DEV 17563~.7 ~LF lGM= B. DEPTH -~~-~--~--~"""~-~~~~-~-. . . . **-END PANEL DESIGN*·* ' ' ' -' ., . -: , . -"""-------~----------AXIAL LOAD K LEFT . .. 9.42:,56'·. 4 · 1. oo . KL/R. FLR WE·B TO ·'.E:N.b BASEL . NGM 60. 7 O V 4-1 '1/.2 EP I VP 6 0/.0 RIG.HT 94;2!;i.(5. 5 1. o·o 60.7 0 V 4-1 1/2 EP VP 6 010 ----·----~-----------------------~----!-~*ADD.ITIONAL TC AXIAL LOAD DESIGN** I • • • ' • ' ALLOWABI,,E STRESS INC ASED 33% ~------,------------:-TENsioN~:--"""---- AxrAL AXIAL AXIAL SEC .FORCE. STRESS RATIO TC 63 95000. 12666. 7 .• 3175 -COMPRESSION""" AXIAL> . · BENDING L END PANEL· .PP L END PANEL MP· L. VAR PANEL· pp· LVAR PANEL.MP I INT PANEL pp INT PANEL MP R VAR PANEL MP ~ 1]00 i~tt <fuE R:END PANEL PP ~------~----:i-~+- i ,' ..... AXIAL FORCE-18-9256. 4 189256.4 189.256. 4 ;l..89256.4 272598 .• 9 248786 .• 8 1892.56. 4 189256.4 189256.5 18·9-256 .5 WEB NO -DE;SCRIPT.JON: . . . :2 •61 L 4 X 4 X. 43·8 :·v1 17 Li,:..1/~~1-1/.2X.13_8 ·.3 48 L. · 3/ X . 3 X.313 :4 -27 L-2 X 2 X.1&8 ·V2 17 L1-1/2X1-1/2X.138 5 31 L 2. X 2 X.232 5R 31 L-2 .X 2 X~232 V3 17·L1-lf2Xl-l/2X.138 4R 27 L 2 X 2 X.188 3R 48 L 3 X 3 X~313 V4 17 L1--1/2Xl..,1/2X.13'.8 2R 6;1. -~ 4 X 4 X.438 ---. --------------.-**BRIDGING J;{~QUIREMENTS** AXIAL STRESS 25234.2 25234.2 25234.2 25234 •. 2 36346.5. 33171.-6 25234. 2. 252:34. 2 25234~2 25234.2 RATIO STRESS .6324 · .o .8397 .o • 632·4 • 0 .-6782' • O • 910-9 --· 0 .9391 .o .6782 .O' •. 632°4 .• O .8397 .o .6324 ~o -~o.oo,o·. PSI• ~IN: .. V~RT .S·HEAR ':::: ENB'REACTION = .. . ~EQ;. D·Ev · Q,. K · .. KL/R AX _.LOAD AX . LOAD 2 1. oo, 47. 0 +11·438'2 .+1'98-7:29. · 1 1. do 110. s .:.. · ao7G, • .,.-· · 4829. 2 1.00 40~5 -73992.~ 91734. 2 :1:c~.bo 78:.:7 + 3214:9-;+ 4·2999. 1 l • 0 O 110 • 5 -·3 0 76 .• --4 8:2 9 • 2 1. Q.O · 7'9. 5 _ -321-4,9·. !"" 3·34.10. 2 l •. 00-79. 5 -3214:9.-33410. 1 L.00 110.5 -3076.-4829. 2 1.00 78.7 + 32149.+ 42999-~ 2 1.00 40.-5 -73992· .• -91734. 1 1.ou 110.s. ~ 3076.-4829. 2 1. oo 4 7. o +114~·8·2. +19e129. BENDING COMBINED RATIO RATIO • 0000 • 6324 • 0000 • 8397 .0000 .6324 .0000 .6782 .0000 .9109 ·• 0000 • 9391 .0000 .6.782 .0000 .6324 : gggg : ~}~-i 1 200. O LBS-. 64800.0 LBS. REQ FILLET AVBL . WEED SIZE WELD SLO.T 20.5X .37'5 16.8+ 4.8B 2.0X .13S 4.2+ .O 19.9X .250 15 •. 5+ 6.3B 11.5X .188 16.5+ .OB 2.0X .138 4.2+ .O 11.5X .18S 16r5+ ~OB 11.5X .188 16.5+ .O& 2~ox .138 4.2+ .o 11.5X .188 16.5+ .OB 1·.9.9X .250 15.5+ 6.3B 2.0X .138 4.2+ .O 20w5X .37'5 16~8+ 4.8B Td-RYY-;--;~o.1·a~-Bt-RYY-: .2. 065, wLEN/ (T.c 1~YY) . == _ 132. 3·6'.1 _ 'WORKING LENGTH= 22.917 FT -MAXIMUMS.PACING. FOR BC BRACES= 41.291. ·---. -. -·_ -__ -·_ ------------ /· :-, '. (·· .. " ) ~ .. ' .... ~ ,·!:: :,•: ~:·· .. ~.-,:. ... ,.•: ~ ,•,, ,•, ,_, ••', .;~,, ,.. 1•' • I "' • _ ... --:• .:•: .'H.;.,...-,,~ ',''•,--:};'•,;I,~,,--.·,;'-_-,:!'~•.:' ·-~ ••••: -~• r~• • •: .· . .:· ~--:'' ·.·: ··:_·_·/·.:.,i~·._,~::::~:•.'-""~·:··:·: : .. -· ';,.,.:. ·~,.•~··· '~·',-, .. ,• .. "· · •• ···;.:.; ·-.-:-: .·.:· .,' ,,' •• ,,::; · •• ' •• ';; -• ' ' .• • ·.: ..... "c .. : ·,, ·, • ' •• -t>f-,: . ·: ·:··. ':: _:'....:,. \' ... ., I-,·• V ,, • :,_-·,:·~~-~-'-,·,:{,,-· :': • ......... :::, ... ~.:-~:·:• _:. '•'•:, _,,._-,,., '.,·' 't > • • • ,_ .., • _-', "_ --: ,~\.: a,• 't ,:. ' • ..; < • • • ,..,.. ' ·'' • '' , ,_ •• ' ,,-.• "<.,:,.;, ••' T' ,t..~ • > ~ «:.~ • <" ••'• ' • ,;_,. • ,, . ... . . ,,,,, ·:. :.. :: ::,, :,~' ,, . ·" .. ,.' . ··,,:' PURITAN -BENNETT 94-9-432 LIST 12 G4 35DG 0 • •• -May 21, 1990 23' 3" 35G 4N 43.20K --------------------------------------------------------------------.---------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS· VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 35.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .51 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 CONCENTRATED 43.200 KIP(S) TOTAL AT PP 3 5 7 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 22.9167 4-1 1/2 4-1 1/2 LEFT VAR DIM 1-6 0/0 VAR DIM INTERIOR PANELS 1-6 0/0 2 AT 6-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 4-1 1/2 4-1 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 35 0/0 32 5/8 35 0/0 35 0/0 (ACTUAL) 32 5/8 32 5/8 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 32.678 2 -.688 2 .o 32.678 Vl .ooo 3 43200.0 32.678 3 1.815 4 .o 32.678 4 -.908 5 43200.0 32.678 V2 .ooo 6 .o 32.678 5 .908 7 43200.0 32.678 5R -.908 8 .o 32.678 V3 .ooo 9 .o 32. 6781'., 4R .908 10 .o . ooo· 3R -1.815 11 .o .000 V4 • 000 - 12 .o .000 2R .688 ----------------**CHORD DESIGN** STEEL FY = 50000. ---------------- AXIAL LD AXIAL LD IN WEB TOP CHORD + 114329.4 94192.3 .o 94192.3 73980.4 .o + 32137.3 153682.1 .o 153682.1 32137.3 .o 32137.3 153682.1 .o 153682.1 + 32137.3 .o 73980.4 94192.2 .o 94192.3 + 114329.5 .o PSI AXIAL LD BOT CHORD .o .o 129886.2 .o .o 177478.0 .o .o 129886.1 .o .o .o AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 14219.2 .4740 .o .o .0000 .4740 LEND PANEL MP 14219.2 .6285 .o .o .0000 .6285 L VAR PANEL PP 14219.2 .4740 .o .o .0000 .4740 L VAR PANEL MP 14219.2 .5082 .o .o .0000 .5082 INT PANEL PP 26791.9 .8931 .o .o .0000 .8931 INT PANEL MP 23199.7 .8745 .o .o .0000 .8745 R VAR PANEL MP 14219.2 .5082 .o .o .0000 .5082 R VAR PANEL PP 14219.2 .4740 .o .o .0000 .4740 REND PANEL MP 14219.2 .6285 .o .o .0000 .6285 REND PANEL PP 14219.2 .4740 .o .o .0000 .4740 • • ,F -• _,, ,, ',. ·>:··:. l' ) . PURITAN .. --BENNETT 94-9-432 LIST 12 .. ••• ' . • • May 21, 1990· G,4 SEC DESCR1[PTION AXIAL. :GOAD . -K KL/R . I I FLRS LENGTH TC. 61. L 4 X. 4 X.43·8 15':3682. 1.00 · 34.9' 3556.8DEV 4 23""". 3 0/0, BC 61 L 4 X 4'. x·.4.:38 177478. :,i..oo 91.8 . .ORE~ O ~3-2 0/0 . . 1581. lRE~ TL SEC DESCRIPTION AXIAL STRESS CBRMP . I ac 61 L 4 x 4 x.438 a6792. .8931 L/360 LIVE LOAD DEV= 11,040.7 PLF, L/240 LIVE LOAD DEV= 16561.1 PLF TbTAL LOAD FOR DEFL = 7362 .1 PLF. · -~------------------: AXIAL .LOAD K KL/R· FLR WEB TO END BASEL NGM LEFT 94192 .• 3 1.00 60.5 . O V 4-. 1 1/2 EP ~t~~: ___ ~1~~~·:_3 1. 00 60. 5 0 V 4-1 1J2 EP **WEB-DESIGN** STE;EL FY:= 5.0000. PSI. MIN VERT SHEAR= -~-~----~-----. END REACTION= NGM B. DEPTH iVP 6 0/0 IVP 6 oyo i2~88:8 t~~: · REQ DEV REQ FILLET AVBL WEB NO DESCRIPTION .2 . 61 · L 4 X 4 X. 4 38 Vl 17 Ll-1/2X1-1/2X.138 3 46 L 3 X 3 X.281 4 25 L ·2 X 2 X.163 V2 17 Ll-l/.2Xl-1/2X.138 ~ 31 L 2 ·X 2 X.232 5R 31 L 2 X 2 X.232 V3 17 Ll-J,/2Xl-1/2X.138 4R 25 L· 2 X 2 X.163 3R 46 L 3 ·X 3 Xw281 ~ 1~00 ~L/R AX LOAD AX LOAD 47.0 +114329.+198729. 110.6 -.3074.-4822. 40.3 -739&0~-828~6. 78.3 + 32137.+ 37526. 110.6 -3074.-4822. WEThD SIZE WELD SLOT 20J5X .375 17~2+ 4.8B . V4 17 Ll-1/2Xl-1/2X.138 ~R 61 L 4. X 4 X.438 -~-----------------------**BRIDGING ~EQUIREMENTS** -~-----------~-----~----- 1 1.00 2 1.0d 2 1.00 .1 1. 00 2 1.00 2 1.00 1 1.po 2 1.00 2 1 •. 00 1 1.00 2 1 .• 00 79.5 -12137~-33402. 79.5-. 32137.-33402. .110.6 -3074~-4822. 78.3 + 3:213'7 .• + .. 3,7526. 4·0·.3 .., 7.39:80·.-.82896. lJ,0.6 -3'074.-.. 4822. 47.0 +114329.+198729. TC RYY = 2.065, BC RYY = 2.065, WLEN/(TC RYY) ::;:: 133.202 WORKING LENGTH= 22.917 FT. MAXIMUM SPACING FOR BC BID\.CijS = 41.291 ---------.-----~---------- '. . . , . ,' • • .-• • t ,,. ~ ..... -. . . . ' '~·' f.,... , .. , ... . . .' .. . . =--~ .. -. ,::'" , .... l,: ··.-• ----· .:.. -, , ' 2Jox .138 4.2+ .o 22J8x .218 1s.8+ 1.2B 13J 1 3X .163 16.8+ .OB 2.0X .138 4.2+ .O 11~5X .188 16.8+ .OB 11.5X .188 16.8+ .OB 2.0X .138 4.2+ .O 13.3X .163 16.8+ .OB 22.8X .218 15.8+ 1.2B 2.0X .138 4.2+ .O 20.5X .375 17.2+ 4.8B • -,, • ~~ ... J,. -' • : .... ~ • ' : : :: .., l ·-·: ; '... ,' • ; :• • -, : ... •• : :, '~: .. ~ -; ~~: ; -,,. ' -•' ,, " , .. '.'·, ,., ... .::\ ~, . ~ ,~ ; .. ·. . . ..·, ':, ... •.-. _-., -~ • ~-;.~:-,',h:::i,~~~,~,(:~·~;:'-• -_ ,\: "'~":··>··:,'i':-· ,,,_.::, :'' ,'.-. • \, " •· ~.:··. ···, ..... ~.,,, _ ... ,~ .. -"':'"" .. : ~ -·,, ,:r· ~ .,,.,_,'_t·. "'' ~ ' ·. . ... , ~"' i . \ PURITAN -BENNETT 94-9-432 LIST 12 • • May 21, 1990 G6 350G 0 23' 311 35G 4N 43.20K ------------------------------------~-----------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS DEPTH BS LENGTH 35.00 23-3 0/0 **LOAD CRITERIA** JOIST SPACING 06-00 0/0 LEFT END RGHT END STRUT STRUT . 5 IN . 5 IN TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 55. 00 .KIPS. CONCENTRATED 43.200 KIP(S) TOTAL AT PP 3 5 7 **BASIC DIMENSIONS** LEFT RIGHT RIGHT VULCRAFT ENG DEPT** ACTUAL DEFL POINT INCHES LOADS .51 TL REQ .00 LL WK LENGTH END PANEL END PANEL 22.9167 4-1 1/2 4-1 1/2 LEFT VAR DIM 1-6 0/0 VAR DIM INTERIOR PANELS 1-6 0/0 2 AT 6-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 4-1 1/2 4-1 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 35 0/0 32 518 -35 0/0 35 0/0 (ACTUAL) 32 518 32 518 {EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 32.678 2 -.688 2 .o 32.678 Vl .ooo 3 43200.0 32.678 3 1.815 4 .o 32.678 4 -.908 5 43200.0 32.678 V2 .ooo 6 .o 32.678 5 .908 7 43200.0 32.678 SR -.908 8 .o 32.678 V3 .ooo 9 .o 32.678 4R .908 10 .o .ooo 3R -1.815 11 .o .ooo V4 .ooo 12 .o .ooo 2R .688 ----------------**CHORD DESIGN** STEEL FY = 50000. ----------------AXIAL AXIAL STRESS RATIO LEND PANEL PP 14219.2 .4740 LEND PANEL MP 14219.2 .6285 L VAR PANEL PP 14219.2 .4740 L VAR PANEL MP 14219.2 .5082 INT PANEL PP 26791.9 .8931 INT PANEL MP 23199.7 .8745 R VAR PANEL MP 14219.2 .5082 R VAR PANEL PP 14219.2 .4740 REND PANEL MP 14219.2 .6285 REND PANEL PP 14219.2 .4740 AXIAL LD AXIAL LO IN WEB TOP CHORD + 114329.4 94192.3 .o 94192.3 73980.4 .o + 32137.3 153682.1 .o 153682.1 32137.3 .o 32137.3 153682.1 .o 153682.1 + 32137.3 .o 73980.4 94192.2 .o 94192.3 + 114329.5 .o PSI MOMENT BENDING UNI LOAD STRESS .o .o .o .o .o .o .o .o .o .o .o -• 0 .o .o .o .o .o .o .o .o AXIAL LD BOT CHORD .o .o 129886.2 .o .o 177478.0 .o .o 129886.1 .o .o .o BENDING COMBINED RATIO RATIO .0000 .4740 .0000 .6285 .0000 .4740 .0000 .5082 .0000 .8931 .0000 .8745 .0000 .5082 .0000 .4740 .0000 .6285 .0000 .4740 ~ '.,,'. . - ·:·· ... . . . -··· PURITAN -BENNETT · : 94-9-432 LIST 12. 1G6 Ma:y 21., 1990 SEC DESC~I:i?T.ION · .AXIAL LOAD K KL/R . I FLRS LENGTH i8 -~l-E ! ~ ! ~:!j~ t~l~l~: l:-8K ~t:~ ~556 :~~~~ i ~1: ~ 8-~8 15·8·1. lREQ TL SEC DESCRIPTION ~XIAL. STRESS CBRMP . I 61 L 4 X 4 X.438 26792 •.• 8931 L/3.60 LIVE LOAD DEV ·= 11040. r PLF ,. L/240 LIVE LOAD DEV = 16561 .. 1 PLF T(;)TA~ LOAD FOR DE·FL = 7 3 62·. 1 PLF. . . . . ------~--------~----~*END PANEL DESIGN-** ' ' -' ~-~------------.--~-AXIAL LOAD LEFT '94192.3 RIGHT 94192.3 K 1. oo· 1.·00 KL/R 60.5 :60. 5 FLR WEB o· V 0 V TO END BASEL NGM NGM 4-1 1/2 EP VP 4-1 112 EP VP B. DEPTH 6 0/0 6 0/0 ;;ioo:tTr~iii.i:-Tc-ixrii:-i:oio-iiisrGN** ALLOWA~tE STRESS INC~EASED 33% --------------------------~---~~----TENSION -AXIAL SEC · FORCE TC 61 55000. :AXIAL . STRESS 8302 •. 7 · ,- AXIAL L END PANEL PP · LEND PANEL MP L VAR PANEL PP L VAR PANEL MP FORCE 149192.3 149192.3 14-9192. 3 149192 •. 3 2~2478.Q 208682 •. 1 149192.2 INT PANEL PP R ~~ ~~it :t R VAR PANEL PP 149192 .• 2 REND PAN'EL MP 149192.3 R END PANEL 'pp-· ·14~192. 3 1----..:.-------~-·**WEB. DESJGN** STEEL FY ' . . j-----~""!"----"'!"'-- WEB NO DESCRIPTION· ·2 61 L 4 X 4 X.438 Vl 17 Ll~l/2Xl-1/2X.138 3 46 L 3 X 3 X.281 4 25•L 2 X 2 X.163 'v2 17 ''Ll-l/2Xl-1/2X.138 5 31 L 2· X 2 X.232 _5R 31 L -~2 . X .2. X. ;232 V3 17·L1•1/2X1~1/2X,138 4R 25 L ·2 ·x 2 X.163 3R 46 L. 3 X .3 X.281 V4 17 L1--l/2X1-1/2X-.138 ~R 61 L 4 X 4 X.438 -~----~-----~----------~-**BRIDGING REQUIREMENTS** . . -· . -------------------------. . ' AXIAL RATIO .2081 AXIAL STRESS 225-21.9 ;22521.9 22521.9 22521.9 35094.7 31502.·5 -22521. 9 225'21.9 22521.9 22541.9 -COMPRESSION -AXIAL BENDING RATIO STRESS .5645 .b .7484 .o .5645"· .o • 6'052 • O •. 8796 • O • 8'.928 • 0 • 6052 • 0 L5645 .o • 7484 • 0 .5645 .o B NDING RATIO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 COMBINED RATIO .5645 .7484 .56-45 .6052 .-8T96 .• 8·928 .6052 .5645 -7484 • 5·64.5 50000. PSI. MIN VERT SHEAR= 16200.0 LBS. END REACTJ?dN = 64800. O LBS .•. -REQ . DEV RE~ FILLET AVBL Q .K KL/RAX _LOAD'AX.LOAB WEtD SIZE WELD SLOT 2 1 .• 00 47.0 +114329.+198729. 20.5X .375 17.2+ 4.8B 1 1.00 110.6 -3074.-4822. 2lOX .138 4.2+ .O 2 1.00 40.3 -7'.3'980.--82S:96. 22l8X .218 15.8+· 7.2B 2 1.00· 78.3 + 32137~+ 37526. 13!3X .163 16.8+ .OB 11.,00 .110-.6 -·:3074.--4822. 2lOX .138 4.2+ .O 2 1.00 79.5 -32137.-33402. 11!5X .1&8 16.8+ .-OB 2 1.-00 · 7'9.5 -32'137 •. -33402 .• 11!5X .188 16.8+ .OB 1 1.0'0 110~6 -3074.-4.:-822. 2!0X .138 4.2+ •. 0 2 1.00. 78.3 + 32137.+ 37526. 13!3X .163 16.8+ .OB 2. 1.00 4:0 .• 3 ·-7-3980.-82:896. 22J8X .218 15.8+ 7.2B 11.00110~6 -3074.~ 4822. 2JOX .138 4.2+ .b ? 1~-00 47.0 +114329.~198729. 20i5X .375 17.2+ 4.8~ TC RYY =_ 2.065, BC RYY = 2.065, WLEN/(TC RYY.) = 133.202 WORKING LENGTH = -2 2 .• 917 FT MAXIMUM SPACING FOR BC -BRACES = 41.:29:1 · -~------~---------------- , ,i .. ·:,'· . .,... ; -·~ ' -•• ' ••• ' w ,.,, ": ~ ' • -• "' ':_ .... ' . ' ) ~·, -'.. · . .-.: ' . -.,·· ,, -. . . ,.,.,...;:_. . ... ·-· .. .., ~ . . .. ; . - .. , ·, I :' .... :-·· .:· . ,,. ~ . ,• ' . I PURITAN -BENNETT 94-9-432 LIST 12 G7 35DG 0 • • May 21, 1990 23' 3" 35G 4N 43.20K **JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS --VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 35.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .51 TL REQ .00 LL **LOAD CRITERIA** TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 28.00 KIPS. CONCENTRATED 43.200 KIP(S) TOTAL AT PP 3 5 7 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 22.9167 4-1 1/2 4-1 1/2 LEFT VAR DIM 1-6 0/0 VAR DIM INTERIOR PANELS 1-6 0/0 2 AT 6-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 4-1 1/2 4-1 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 35 0/0 32 518 35 0/0 · 35 0/0 (ACTUAL) 32 518 32 518 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 32.678 2 -.688 2 .o 32.678 Vl .ooo 3 43200.0 32.678 3 1.815 4 .o 32.678 4 -.908 5 43200.0 32.678 V2 .ooo 6 .o 32.678 5 .908 7 43200.0 32.678 5R -.908 8 .o 32.678 V3 .ooo 9 .o 32.678 4R .908 10 .o .ooo 3R -1.815 11 .o .ooo V4 .ooo 12 .o .000 2R .688 ----------------**CHORD DESIGN** STEEL FY = 50000. ---------------- AXIAL LD AXIAL LD IN WEB TOP CHORD + 114329.4 94192.3 .o 94192.3 73980.4 .o + 32137.3 153682.1 .o 153682.1 32137.3 .o 32137.3 153682.1 .o 153682.1 + 32137.3 .o 73980.4 94192.2 .o 94192.3 + 114329.5 .o PSI AXIAL LD BOT CHORD .o .o 129886.2 .o .o 177478.0 .o .o 129886.1 .o .o .o AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 14219.2 .4740 .o .o .0000 .4740 LEND PANEL MP 14219.2 .6285 .o .o .0000 .6285 L VAR PANEL PP 14219.2 .4740 .o .o .0000 .4740 L VAR PANEL MP 14219.2 .5082 .o .o .0000 .5082 INT PANEL PP 26791.9 .8931 .o .o .0000 .8931 INT PANEL MP 23199.7 .8745 .o .o .0000 .8745 R VAR PANEL MP 14219.2 .5082 .o .o .0000 .5082 R VAR PANEL PP 14219.2 .4740 .o .o .0000 .4740 REND PANEL MP 14219.2 .6285 .o .o .0000 .6285 REND PANEL PP 14219.2 .4740 .o .o .0000 .4740 ·· PURITAN -. BENNETT · ·· 94-9.:.,. 4·32· · ·LIST · 12 G7 . : SEC' DESCRIPT.ION TC· 61 L 4 X 4 BC/ El L 4 X 4 · SEC DESCRIPT.ION -. , .. ,•' . . . ·-·· ' •. ' ·, --. May_ 21.; 19.90 · · AXIAL LOAD K KL/R . I FLRS X.438 153~82. 1.00 34.9 . 3556~8DEV 4 X.438 1774·78. 1.00 9.1.8 .• OREQ 0 1581.lREQ TL AXIAL :STRESS. CBRMB 2679.2.. • 8-9,31 LENGTH 23-3 0/0 23-2 oyo BC 61 L ·4 X 4 X.438 L/..360: .LIVE LOAD .DEV T.OTAL LOAD FOR D:a:FL -· li040. 7 ,PLF, :µ/~40 Lrv,E LOAD DE = 736'2 .1 P1'F. = 16561.1 PLF ----------~---------**ijND PANEL DESIGN** , -. ' L~FT AXIt~1 ~~~~ l.~o ~~(~ F~ w~B To4~N~ f1~EL Ni~ N~~ B.6D~l.BH RIGHT ·94192. 3 1. 00 60. 5 0 .V -4--1 112 EP VP 6 010 ;;KooiTioNii:-ic-ixiir:-r:oio-oiiisiGN-;; ALLOWABLE sTREs$ IN CREAi sEo 3 3 % -~~--------------:-TENsioi~: ... -~---- AxrAL AXIAL. AXIAL-. TC; s-~r F~:g~o. ~I~~.~~ ~i~~ / t 1:g .~~it fu~ L VAR PANEL PP ·L· VAR PANEL MP 'INT PANEL PP ·INT .PANEL MP R VAR PANEL MP -~ Ii~ ~fillit fu~ R , ,END PANEL PP _, ... _, __________ ~. -COMPRESSION -AXIAL. AXIAL AXIAL . BENDING BENDING . FORCE STRESS RATIO STRESS RATIO 122·19_2. 3 18446. O .• 462-3 • 0 l 0000 122·192. 3 18446. 0 • 6130 • 0 . l 0000 122192.3 18446.o .4623 .o loooo 122192.3 1844:6.Q .4.957 .O lOOOO 205-478. o 31018. 8 • 7774 • o L 0000 181682 .1 -27426. 6 • 7773 • o· L 0000 · 12a1~2.2 18446.0 .4957 .O lOOOO 122·192. 2 184.46. Q • 4.623 : o L 0000 122192. 3 · 18446. 0 ·• 6E30 · ~ O L 0000 122192. 3 . 184~6 ~ o • 4623 • o L 0000 COMBINED RATIO .4623 .6130 .4623 .4957 .7774 .7773 • 49'57 .4623 .6130 .4623 I **WEB DESIGN** STEEL FY = 50000. PST. MI,N VERT SHEAR = 16200. O LBS. _.;;. _ _. ______ ;;..-~-· :END .. REAC.TION ,::; 64 8 O O. 0 LBS. REQ .. DEV REQIFILLET AVBL WEB NO DESCRI,PTION Q K :KL/R AX LOAD AX LOAD WELD SIZE WELD SLOT 2 61 L 4 X 4 . X.438 . 2· 1.QO 47.o· +114-3'29.+19872.9. 20.5X .375 17~2+ 4.8B Vl 17 Ll-1/2Xi-1/2X.138 . 1 1-. 00 110· .• 6 -. 3074 • .:.. . 4822.. 2 bX 138 4 2+ 0 3 46 L 3 x. 3 · ·-x~2ca1 2 1 .• 00 4,0.3 -73980·.-828'96. 22:ax :218 15::8+ 1:2B 4 25 t 2 X 2 X.163 2 1.00 .7~.3 + 32137.+ 37526. 13.~X .163 16.8+ .~a V,2 17 L1-.1/2X1-1/2X.13·8 L 1.00.110-.6 -3,0'74.-.. 4822. 2.ox .138 4.2+ .o 5'-31 L 2 X 2 x •. 232 2 1 .• 00 79.5 -3.2137..-,33402. 11.5X .188 16:.8+ .OB 5'.R ·31 L--2 X 2 X •. 232, 2 1.0.0, 79.p -.32.13-7.-33402. 11.5X .188 16 .• 8+ •. OB V:3 17 Ll-1/2Xl.,;.1/2:X.138 11.0011·0.6 -3074.-4822. 2.PX .138 4.2+ .o .4'R 25 L 2 X 2 X.163 :2 1.~00 78·.3 + 3·~137.+ ;37526 .• 13.pX .163 1_6.8+ .QB .3R 46 L 3 X 3 X.281 2 i.OO· 40.3 -73980.-82896. 22.ax i218 15.8+ 1~2B V4 ;I.7 Ll-1/2Xl-1/2X .• 138 1 1.00 '110.6 ·-3074.-48.22. 2.,0X .138 4 .• 2+ .O 2R 61 L 4 X 4 X.4.38 ~ 1!0.0 47.Q +'.!,14'329.+1987'~9. 20 5X 375 17 2+ 4 8·B . ~~~~~~~~~~=~~§~!~~~~~!~~! · 1 . . . . TC RYY = 2. 065, BC RYY = 2 .p-65, WL~N/ (T.C RYY) = WORKING LENGTH = 22. 917 FT · . , .MAXIMUM SPACII'f(:; FOR. BC-BRACES = 41.2·91 133.202 -:--, ___ --~-----,--_ ---.- .. ·, ,••'. ,,,;,' .,-·--·,'! ... , . ' ·. ·; ,·, -~ ·: ,, ~--~~ .·--·.i . ' '.,.., , .. •' .. . .... : ~ ...... -',!'' ' , ~ .-• • >, , ,. •• •• •• -• • ' ) -• -' •' ;:·:.:: .. _': .. _:· . .-,;_:c·:·c:.··-_-·:·:: :"•:;\:/:[:::-:·-. -... ' -> .. ·:=-. .-,.·_,~(,·:·:, :i;?i~:·:· .. : ... :: :: .'-,-. ·,:,-. ·--~-:·:--. • ~ • , • • • ~ ' •• , , • • ~-';, • r • ' . ' •• _ ......... _ ..... ~JI ·-~ ~-.t· • ••••• •·,._ ••• .,. • .,..~i .... -· ~--•. ,, . ,• ....... ·-• -• ~ •• ·,, ~ ---;-A• ~---=-- • • PURITAN -BENNETT May 21, 1990 94-9-432 LIST 12 G12 35DG O · 23' · 3" 35G 4N 43.20K --------------------------------------------------------------------------------**JOIST GIRDER DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------JOIST LEFT END RGHT END ACTUAL DEFL POINT DEPTH BS LENGTH SPACING STRUT STRUT INCHES LOADS 35.00 23-3 0/0 06-00 0/0 .5 IN .5 IN .48 TL REQ .00 LL **LOAD CRITERIA** -----------------TOTAL LOAD= O. PLF, LIVE LOAD= O. PLF. TOTL LOAD DEFLECTION SPECIFIED AS L/240 ADDITIONAL TC AXIAL LOAD= 85.00 KIPS. CONCENTRATED 43.200 KIP(S) TOTAL AT PP 3 5 7 **BASIC DIMENSIONS** --------------------LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 22.9167 4-1 1/2 4-~ 1/2 LEFT VAR DIM 1-6 0/0 VAR DIM INTERIOR PANELS 1-6 0/0 2 AT 6-0_0/0 LEFT TC RIGHT TC END PANEL END PANEL A-DIM B-DIM 4-1 1/2 4-1 1/2 5-7 1/2 5-7 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 35 0/0 32 5/8 35 0/0 35 0/0 (ACTUAL) 32 5/8 32 5/8 (EFF) **TRUSS ANALYSIS** --·---------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 .o 32.656 2 -.687 2 .o 32.656 Vl .ooo 3 43200.0 32.656 3 1.814 4 .o 32.656 4 -.907 5 43200.0 32.656 V2 .ooo 6 .o 32.656 5 .907 7 43200.0 32.656 5R ~ -.907 8 .o 32.656 V3 .ooo 9 .o 32.656 4R .907 10 .o .000 3R -1.814 11 .o .ooo V4 .ooo 12 .o .000 2R .687 ----------------**CHORD DESIGN** STEEL FY = 50000. ---------------- AXIAL LD AXIAL LD IN WEB TOP CHORD + 114382.3 94256.4 .o 94256.4 73992.1 .o + 32149.3 153786.8 .o 153786.8 32149.3 .o 32149.3 153786.8 .o 153786.8 + 32149.3 .o 73992.1 94256.4 .o 94256.5 + 114382.4 .o PSI AXIAL LD BOT CHORD .o .o 129974.7 .o .o 177599.0 • 0 -·· .o 129974.6 . 0 .o .o AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 12567.5 .4189 .o .o .0000 .4189 LEND PANEL MP 12567.5 .5562 .o .o .0000 .5562 L VAR PANEL PP 12567.5 .4189 .o .o .0000 .4189 L VAR PANEL MP 12567.5 .4493 .o .o .0000 .4493 INT PANEL PP 23679.9 .7893 .o .o .0000 .7893 INT PANEL MP 20504.9 .7721 .o .o .0000 .7721 R VAR PANEL MP 12567.5 .4493 .o .o .0000 .4493 R VAR PANEL PP 12567.5 .4189 .o .o .0000 .4189 REND PANEL MP 12567.5 .5562 .o .o .0000 .5562 REND PANEL PP 12567.5 .4189 .o .o .0000 .4189 · PURITAN -BENNETT 94-9-. 43.2 LI$.T .. 12 . •G'!h2. . . ' ' . •, ' • SEC DESCRIPTT0N · AXIAL LOAD· . K KL/R .. I · FLRS LENGTH T~ 63 L. 4 X-·4 X.500 . 1:53787. 1.00 . 3~;7 377.2 •. lDEV 4· 23-3: 0/0 BC 6:1 L 4 X 4 X.4.38 177599 •. 1. 00 91.:8 . • ORE~ 0 23-2 O"[O 1581.lRE~ TL SEC DESCRI-PTION .. AXIAL STRESS CBRMP . I BC 61 L -4 X 4 X. 438 . . 26810.. • 8937 I L/360 LIVE LOAD DEV== 11709.2 PLF, L/240 :l:.JIVE LOAD DEV= 17563.7 PLF ________ :~:~~~~~~~-!~R DEFL == . 7~·62 .1 PLF. l **END PANEL .DESIGN** -~------------------AXIAL LOAD K I{L/R FLR WEB TO END· BASEL NGM GM B. DEPTH LEFT 94256. 4 1. 00 :60. 7 0 V 4-1 1/.2 . EP IVP 6 Of.-0 ~l:~: ___ :~~~~:_~--~:_£~---~~:.! ......... ~~---V 4-1 112 EP VP 6 0/0 **ADDii;i1IONAL TC AXIAL LOAD DESIGN**. ALLOWABLE $-TRESS ;I:·NGREASED 33% --,----~----------:-TiNsroN:--------- AxrAL AXIAL' AXIAL SEC FORCE STRESS RATIO ~~ 63 85000. 11333.3 .2840 L .. END PANEL · PP L'END PANEL MP L: VAR PAN,EL PP L:VAR PANEL MP INT PANEL PP . ' INT PANEL· MP R' VAR PANEL MP R. VAR PANEL PP R·END PANEL MP R END PANEL PP -~-~"""'!.----~---- AXIAL AXIAL . FORCE. S!l1RESS 179256·. 4 23.9·00 ~ 9: 1792!5,Q .4. ,·. ,22·33::990000 •• 99, 179256.4 . · 179256.4· 23900~9 262598.9 3B013.2 238786.8 31838~2 179256.4 2a90-0.8 179256. 4 23900 •. 8 17.9256. 5 2'3:-900 ~ 9 179256. 5 2:3900. 9 ~ COMPRES'f3ION ,... A~IAL' .BEN'.DING RAT.IO STRESS .•. 5990 ·• 0 .7954 .o • 5'99·o • o • 6,42.4 .• O • 877·5 .-0 ~9013· • 0 • 6-42'.4 • O .5990 .o .7954 .o • 5.990 _-O *·*WEB DESIGN** STEEL FY = S·OOOO. PS-I. MIN VERT SHEAR= END REACTION= -.:..--------~91!-- W~_B ~-~. ~ES~;RI~TI2N X. 4 3 8 ~1 17 L1~1/2Xl-l/2X~l~8 3 48 L 3 .X 3 X~313 4 25 L 2 X 2 X.163' ,-;;," ' V, 5 :2 1 3 7 1 . Ll-1/2X1-1/2X.138~-L 2. X 2 X.232 !5R '31 L 2 X 2 · X.232· •V.3. ··17 Ll -,1 /.2Xi-1 /2X. 13·8 .. 4·R 25 L 2 X 2 X.163 ,3R 4 8 · L. 3 X '3 X. 31.3 :V4 17 L1-1/2Xl-1/2X.138 :2R '61 L 4 X 4 X.4.38 --~-----~-------~----~--~ *,*BRIDGING l~EQUIREMENTS * * --~-----~~------------~-- . REQ .. DEV ·Q, ··K KL/R AX LOAD AX LOAD .2 1.00 47~-0· +114~82.+198729. 1 1.00 110.5 -3076.-4829. 2 · 1~ oo 40 .• 5 -73992·.,.. 911a4. 2 1.00 78.3 + 3214°9.+ 37526.~ 11.00 110~5 -3076.-482~. 2 .1.-·oo. 79 .• 5 -32JA9.-33410'. 2,14~0 79.5 -~2149~~ 33410. 1 1.00 110.5 3076~-4a29 •. 2 1. QO. ·· 1a. 3. + 32·14:9. + 37'.52(5-. 2 1 • 0 0 · 4 0 e'5 7 3 9 9-2 • -917.3:4 • 11.d.o 110.5' -· 3076.-4829. . 4 ·1-. 00 47. O +11438·2. +19872,9. BENDING RATIO .OdOO .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 ,COMBINED RATIO .5990 • 79:54 .5990 .6424 :~6i~ .6424 .5990 .7954 .5990 16200.0 LBS. 64800.0 LBS. REQ FILLET AVBL WEThD SIZE WELD· SLOT 20.5X .375 16.8+ 4.8B 2.0X .138 4.2+ .O 19.~X .250 15.5+ 6_-3B 13.3X .163 16.5+ .OB 2.ox .138 4.2+ .o. 11.5X .188 1.6.5+ .OB 11.5X .188 16~5+ .OB 2 • ox . 13 8 4 • 2+ · • 0 . 13.3X .163 16.5+ .OB 19.9X .250 15.S+ 6.3B 2.ox .138 4.2+ .o 20.5X .375 16.a+ 4.8B T:c RYY = 2. 078 ,. BC RYY == 2. 065, WLEN/ (TC RYY) = 132 .• 361 WORKING LENGTH = 2 2·. 917 FT ~- ~XIMUM SPACII'lG FOR BC BRACES -4;I..291 ' . . ------------------------- -: ''"I .·. , .,.,', I, , . •:~ '. .. . ~ ,,.,' " . ... •f' ' ' -·.: ,,_--' . . . "', . .· ·. ~-.... : . ': :,',: -::,., ' ... - ' ' ~. , •: . ' ••• i,, .., ·,•, ' ',, ,J 1 ... ,.,'. . ' . . ~ . ,, . ' ' ·,· -~ ' ' " ' PURITAN-BENNETT 94-9-432 LIST 14 • May 22, 1990 T4 · 40LH1080 40' 0-3/4 11 • -------------------------------------------------------------------------------··** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 40-0 3/4 19.9 1.12 TL .62 LL **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH TC TOTAL LOAD KIPS .360 LIVE LOAD KIPS .000 **TCX/CANT LOAD CRITERIA** MOMENT DISTANCE 12-1 0/0 L TCX LOADS: UNIFORM= 1188. PLF. PROXIMITY IN INCHES .oo FROM LOAD SUPPORTING PP TO PP WEB MEMBER 4 4 **BASIC DIMENSIONS** NOTE: LEFT RIGHT WK LENGTH END PANEL END PANEL 39.7292 5-6 0/0 6-6 0/0 DIMENSIONS DEFINED--SPECIAL LEFT VAR DIM 3-0 0/0 RIGHT VAR DIM INTERIOR PANELS 3-6·3/4 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-6 0/0 5-1 3/8 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/.0 38 ll4 40 0/.0 38 ll4 40 0/0 38 ll4 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2880.0 38.302 2 -.598 2 4500.0 38.302 V1 .ooo 3 3555.0 38.302 3 1.064 4 4230.0 38.302 4 -.891 5 3870.0 38.302 V2 .ooo 6 3870.0 38.302 5 .891 7 3870.0 38.302 6 -.891 8 3870.0 38.302 V3 .ooo 9 4606.9 38.302 6R .891 10 5343.8 38.302 5R -.891 11 2671.9 38.302 V4 .ooo 12 .o .000 4R .891 13 .o .ooo 3R -.896 14 .o .ooo 2DR 2.304 15 .o .000 2R .504 TCX LEFT TCX RIGHT 1-4 0/0 o-0 0/0 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 36659.7 31456.7 .o 4500.0 31456.7 .o 19660.4 .o 44921.6 + 16193.3 57013.5 .o 4230.0 57013.5 .o 9833.7 .o 64356.6 + 4015.4 67355.0 .o 3870.0 67355.0 .o + 1803.0 .o 66008.6 7621.4 60317.6 .o 3870.0 60317.6 .o + 13439.7 .o 50281.9 20300.0 35162.6 .o 5825.4 37482.0 .o + 41973.0 .o .o .. . . ',. ·.: .' ' --.· · PURITAN-BENN·ETT '94-9..;.· 43a LIST 14 T,4 . ~-----~-----~---**CHbR_b DESTGN** , . -. ---------------- Li END PANEL PP - L, END PANEL MP L, VAR PANEL PP L VAR PANEL MP INT PANEL PP INT PANEL MP 'R VAR PANEL MP R VAR PANEL PP REND PANEL MP R, END PANEL PP STEEL FY AXIAL STRESS 8'163. 7 · 8163.7 81(53.7 8)..63.7 17480.0 17480.0 9125.4 9125.4 9727.3 9727. 3 T.C BC SEC 51 39 DESCRIPTION . 'L3-1/.2X3-1/2X. :2'87 L2-1/2X2-1/2X. 2:50 May 22,, 19~0 -_50000. PS·I- AXIAL MOMENT RATIO U~I LOAD • 2721 -33678. 2' .5078 30779~3 .2721 -33678.2 .. 1532 ~1900~7· ~5827 -13867~5 • 7318 . _ 6933 .• 8 .5247 13098.6 .3042 -34907.4 .5593 24127.2 • 3242' -3'4907. 4 AXIAL.LOAD K KL/R 67355 ..• 75 46.6 66009. 1.00 175.0 : .... . . BENDING STRESS l8664.4 6643.9 18664.4 1053.3 7685.4 1496.7 2827.4 19345'.7 5208.0 19345.7 I BENDING I RATIO .6221 .2701 .6221 .0382 .2562 .0559 .1120 .6449 .2126 .6449 FLRS 0 0 COMBINED RATIO • 8-943 .7778 .8943 • 3914 .8388 .7876 .6367 • 94.90 .7719 .9691 LENGTH 41-4 3/4 29-6 ll4 SEC 39· DESCRIPTION . . AXIAL STRESS OBRMP •. 94·!;>3 I 2161.5DE 1007.lRE~ 1'219·. 3RE~ -I TL ac L2..;.l/2X2-l/2X.250 28360. -I BOTTOM CHORD-EXTENSION= 0-8 3/4 L/360 LIVE LOAD DEV= .1287.7 PI;F, TOT.AL LOAD FOR DE;FL.;::::: 1089.6 PLF. L/240 :!:JIVE LOAD DEV= 1931.6 PLF DEFJ BEARING ----------~...---~*TCX DESIGN*-* ------~---~--- SEC L 51 . 61 TC BR BENDING MOMENT ;J.2672. REQ. S _ .422 · DEV. S 1.722 REQ I .210 DEV I 4 .• 54·5 IN. i LENGTH DEPTH .1313 5: t 8f8 5.00 ----------~~--------*'*E~D PANE:1:J DES:CGN** ----------~~--------,, AXIAL LOAD LEFT . 31456.7 RIGHT 37482~0 K 1.00 1.00 KL/R FLR WEB 92.6 0 V TO END BASEL NGM IGM B. DEPTH 5-6 0/0 5 0/0 85.9 0 2D 5-1 318 I 5 0,0 -~--------·---~ *tWEB DESIGN** STE-E:Ei FY = 5'000.0. PSI. MIN VERT 'SHEAR= 5426.4 LBS. -~---~---~---- WEB NO j2#,>' 25 Vl 22 3 .22 4 27 :V2 22 '·5 14 .'6 22 :'V3 · 22 6R 22 5R 14 V4 22 '4R 25 3R ·25 2~DR ·22 2R 27 DESCRIPTION L 2 X ·2 X.163 L 2 X 2· X .• 137- L 2 X 2 X.137 L a X 2 X.188 L 2 X 2 . X.137 Ll-1/2Xl-1/2X.115 L 2 X 2 X.137 L 2· X· 2 X~137 L 2 X 2 X.137 Ll-l/2Xl-1/2X~115 L 2 X 2 X.137 L 2 X 2 X~163 L 2 X 2 X~16~ L 2 X 2 X.137 L 2 X-·2--X.188 • • 1,.•. ... •• •• .. ',,, ,, .... > • •• • r~ :,. _1,' '! . . ~ . • .J , .. r -- ~ -·-' ' . . ' M~· • ~U O • ~, ~ ' .. ' END REACTION= 21705.8 LBS. -REQ _ -DEV -REQ FILLET -AVBL Q K KL/RAX LOA,D .AX LOAD WEI!,D SIZE WELD .SLOT 2 1.00 12'0.2 + 36660·.+ 37526. 15J1X .163 1.6.5+ .OB 1 1~00 ~6.5 -4837 • ..;. 7826. 2J4X .137 -4.9+ .o 2 1.00 66.2 -196'60.-20790. 9.17X .137 10.0+ .OB 1 1.00 146,.2 + 16193,.+ 21500. 5.8X .188 -6.0+ .p 1 1.00 96.5 -4'5"67.--782·6. 2.2X .137 4.·9+ .O 2 1.00 97.0 -9.8.34.-9965. 5.8X .115 10.4+ .OB 1 1. oo 145 .1 + _8.158. + 15877. 4. ox .137 6. o+ • o -11,.,00 96.5 -4207.-7826. 2.lX .137 4-.9+ .O 1 ·:Loo 145.1 + ffl58.+ 15877. 4.ox .137 6·.o+ .o 2 1.00 ·9.7.0 -8158.-9965. 4.8X .115 10.4+ .OB 1 1.00 96.5 -. 4207.-7826~ 2.lX .137 4.9+ .O 1 l.00· 1.45.7 + 13·440 •. + 18763. 5.6X .163 6-.0+ .O 2 1 • 0 0 7 2 . 6 -2 03 o:o .• -2 4 7 4 4 • 8 • 4 X • 16 3 10 • 3 + . 013 1 1.00 105.2--6193.~ 6983. 3.0X .137 4.8+ ~0 Z 1.QO 137.~+ 41973.+ 42999. 15.lX .188 17.2+ .0B '', ' " ' -·-.' ~ . -., , .... ' . .. '· ·_. PURITAN-BENNETT 94-9-432 LIST 14 T4 • **BRIDGING REQUIREMENTS** • May 22, 1990 TC RYY = 1.837, BC RYY = 1.440, WLEN/{TC RYY) = 259.580 WORKING LENGTH= 39.729 FT BRIDGING SPACING STANDARD AT 19.865 FT FOR 1 ROW{S) OF H-BRIDGING. NOTE: TC GOVERNED BY END PANEL DESIGN . . •••• • ,PURITAN~BENNETT _ : 94-9-43·2 LIST 14 ';1'5 . 40LH108:o: 38, 9-1/2" ... ,,. -,. . .. i ·. May 22, .;l.9-90 ;;;-LONG-SPAN-JOIST-DEsiGN-REQUIREMENTS** _____ SJI-SPECS ____ jvuLCRAFT~~ENG-DEPT** ------~--~---~-----------~-~----~---~-------------~-------7-------------------BRIDGING LEFT END RGHT END ACTUAL DEFL . DEPTH 40.00 BS LENGTH 38-9 1/.2 SPACING. STANDARD STANDARD INCHES . 19.2 1.03 TL . . --~-----~--------TOTAL LOAD = 1108·0. PL,F, LIVE LOAD = -600. PLF. :.LIVE LOAD DEFLECTION SPECIFIED AS L/3.·60 TOTL LOAD DEFLECTION SPECIFIED AS L"/240 -----~--------~------~ ~* CONCENTMTED LOADS** ------~---------------- .57 LL I TC TOTAL LOAD LIVE LOAD ·--KIPS KIPS ;FROM LEFT END BASE{ LENGTH MOMENT PROXIMITY .FROM DISTANCE IN INCHES PP' LOAb TO Ip 4 SUPPORTING WEB MEMBER .360 .000 11-2 0/0 .oo 4 -:-----------~-.---~-------!"---~ t*TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFO~M = 118·8 • PLF. NOTE·: SPECIA:{:.i DIMENSIONS DEFINED-- ' LEFT RIGHT RIGHT 1WK. LENGTH .END PANEL END PANEL ; . 3·8 • 45 8·3 · · 5-o o / o 6-6 o / o LEFT VAR DIM 2-7 0/0 VAR DIM INTERIOR PANELS 3-2 1/2 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-0 0/0 4-11 1/4 DEPTH DEPTH DEPTH TCXILEFT LEFT CENTER RIGHT TCX 40 0/0 40 0/0 40 O{O ·ftiJYAL)' o-5 0/0 o-38 lf-4 38 1"/4 38 1"/4 -~-~--------------*tTRUSS ANALYSIS** -~-----------------I --.E·FF WEB WEB AXIAL Lb AXIAL LD AXIAL LD p.p LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD '1 2610.0 38. 30:9 2. -.661 + 33412.1 27879.7 .o 2 4005.0 38.309 Vl • 000. 400·5~ 0 27879~7 .o z 3330.0 38. 3:09 3 1.236 185-3'6 .4 .o 39540.0 4 4230.0 38. 3'09 . 4 -. 891 · + 16655.8 51976.2 .o 5 3870.0 ·38. 309 V2 .ooo 4230.0 51976.2 . o· 6 ,3'870. 0 38. 3.09 5 .• 8-91 --102:9.6. 9 .o 59664.5 '· 7·· 3870.0 38.309 <· 6 -.891 + '4479.1 63008.8 .o ·8 3870.0 38.309 V3 .ooo 3870·. 0 63008.8 .o ,9 4511.3 38.309 ·. GR .891 + 1338.6 .o 62009.3 10 5152.5 38.309. 5R -.891 7156.4 56665.9 .o 1,1 2576.3 38.309 V4 .000 .3870.0 56665. 9' ·• 0 12· '~ 0 :oon· 4R .891 + . 12974 ~ 1 .o 46978.7 13 -.• -Q .-000 -3R -. 9.95 18.631. 6 33771.4 .o .14 • o .000· 2:DR . 2. 0.43 -.. 5.736.5 3·6293. 3 .0 15 .o . Q.00 ,, 2R .504 + 40643.3 .o .o ' '. ' ' -~·. "· .. , .. ' ... ,. ,,_ . ' RIGHT 0 0/0 •. •• • PURITAN-BENNETT 94-9-432 LIST 14 TS ----------------**CHORD-DESIGN** STEEL FY ----------------AXIAL STRESS LEND PANEL PP 7235.3 LEND PANEL MP 7235.3 L VAR PANEL PP 7235.3 L VAR PANEL MP 7235.3 INT PANEL PP 16352.1 INT PANEL MP 16352.1 R VAR PANEL MP 8764.4 R VAR PANEL PP 8764.4 REND PANEL MP 9418.8 REND PANEL PP 9418.8 SEC DESCRIPTION TC BC 51 L3-l/.2X3-1/.2X.287 38 L2-ll2X2-ll2X.230 May 22, 1990 · = 50000. PSI AXIAL MOMENT RATIO UNI LOAD .2412 -27344.6 .4071 25407.6 .2412 -27344.6 .2998 -3395.1 .5451 -13867.5 .6845 6933.8 .4876 12029.0 .2921 -32368.3 .5240 22464.3 .3140 -32368.3 AXIAL LOAD K KL/R 63009 •• 75 46.6 62009. 1.00 174.6 BENDING BENDING STRESS RATIO 15154.3 .5051 5484.4 .2130 15154.3 .5051 1881.6 .0673 7685.4 .2562 1496.7 .0556 2596.5 .1013 17938.5 .5979 4849.0 .1945 17938.5 .5979 I FLRS COMBINED RATIO .7463 .6202 .7463 .3671 .8012 .7402 .5889 .8901 .7185 .9119 LENGTH 39-2 1/.2 28-9 o,o SEC DESCRIPTION AXIAL STRESS CBRMP 2057.7DEV 0 913.5REQ 0 1104.4REQ TL BC 38 L2-1/2X2-1/2X. 230 28716. • 9572 BOTTOM CHORb EXTENSION= 0-8 3/4 L/360 LIVE LOAD DEV= 1351.4 PLF, L/240 LIVE LOAD DEV= TbTAL LOAD FOR DEFL = 1088.0 PLF. 2027.2 PLF **TCX DESIGN** SEC L 51· TC 61 BR BENDING MOMENT 1238. **END PANEL DESIGN** ----------------~---AXIAL LOAD K LEFT 27879.7 1.00 RIGHT 36293.3 1.00 **WEB DESIGN** STEEL -------------- WEB NO DESCRIPTION FY 2 25 L 2 X 2 X.163 Vl 22 L 2 X 2 X.137 REQ S .041 DEV S 1.722 KL/R FLR WEB 83.9 O V 82.8 0 2D = 50000. PSI. REQ I .006 DEV I 4.545 DEFLC IN. .042 LENGTH o-5 0/.0 o-6 o,o BEARING DEPTH 5.00 TO END BASEL NGM NGM B. DEPTH 5-0 Of.O 5 0/.0 4-11 ll4 5 o,o MIN VERT SHEAR= 5256.1 LBS. END REACTION= 21024.5 LBS. REQ DEV REQ FILLET AVBL Q K KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 2 1.00 112.0 + 33412.+ 37526. 13.8X .163 16.2+ .OB 1 1.00 96.6 -4320.-7825. 2.lX .137 4.9+ .o 3 22 L 2 X 2 X.137 . 2 1.00 62.1 -18536.-21407. 9.lX .137 10.0+ .OB 4 27 L 2 X 2 X.188 1 1.00 146.3 + 16656.+ 21500. 6.0X .188 6.0+ .o V2 22 L 2 X 2 X.137 1 1.00 96.6 -4545.-7825. 2.2X .137 4.9+ .o 5 17 Ll-1/2Xl-1/2X.138 2 1.00 97.5 -10297.-12066. 5.0X .138 10.5+ .OB 6 22 L 2 X 2 X.137 1 1.00 145.2 + 7902.+ 15877. 3.9X .137 6.0+ .o V3 22 L 2 X 2 X.137 1 1.00 96.6 -4185.-7825. 2.lX .137 4.9+ .o 6R 22 L 2 X 2 X.137 1 1.00 145.2 + 7902.+ 15877. 3.9X .137 6.0+ .o SR 14 Ll-1/2Xl-1/2X.115 2 1.00 97.0 -7902.-9964. 4.6X .115 10.5+ .OB V4 22 L 2 X 2 X.137 1 1.00 96.6 -4185.-7825. 2.lX .137 4.9+ .o 4R 25 L 2 X 2 X.163 1 1.00 145.7 + 12974.+ 18763. 5.4X .163 6.0+ .o 3R 22 L 2 X 2 X.137 2 1.00 68.4 -18632.-20454. 9.2X .137 10.2+ .OB 2DR 22 L 2 X 2 X.137 1 1.00 107.5 -6087.-6755. 3.0X .137 4.9+ .o 2R 27 L 2 X 2 X.188-2 1.00 137.9 + 40643.+ 42999. 14.6X .188 17.4+ .OB .. ,,,· .• -,., ... ' ·:.·,·· .. · .. ..., .•. ~ ... ', • _i ' ~· ... . . - : ·· .PURITAN-BENNETT· 94-'9-432 LIST l4 · May 22·, ·· 1990 T5: . ! **aRIDGING REQUIREME~TS** --------·-----...:-----------TC RYY·=. 1.837, BC RYY ~ 1.435, WLEN/(TC ;RYY) = 251.~76 ~g¥~afgGL~if¢¥NG s~iNt~DFiT -19.22,9-'FIJ:1 .FOR 1 ROW(SJ OF H-BR DGING. -----------~~-~~----~--~-NOTE: TC GOVERNED BY END PANEL DESJ:GJ.'f '. , .· . ~ _-.. -. . ... ·~-.,-... ,.";.· .. ·. • .. ~ ' .... , .. ";;,' . -.. '"',_~-~""~:-,,.~-,";~··.;·:~· ........ ·; .'" ::":.· ·.: ::··: :·:_:,\··:·· :; /· ,:·..::·"·,~, .. ~·-: _::., .. · ... ,;,./:.::::·>--:" ', .. ·· ... : · 1 :,;~:?)/\./':· ~-~.~/:-f-/{:·y}·:~.:~,;. /~~~"'.' .. '. • ' ... ~ • ,·J ..... ; ••• , • --:.; •• :, ...... ,:~·.,\~. __ --1. --~-~-···f·-!.-~--;... '. :. --. ' ... . ' . ~ ,•. .. ·. ,, ' .· , .. ' - ' ' ~ ' .... . ,,' . \ ,• PURITAN-BENNETT 94-9-432 LIST 14 T6 40LH1080 • May 22, 1990 38' 11-1/211 • ** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 38-11 1/2 19.3 1.05 TL .58 LL **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH TOTAL LOAD KIPS LIVE LOAD KIPS .ooo MOMENT PROXIMITY FROM LOAD SUPPORTING DISTANCE IN INCHES PP TO PP WEB MEMBER TC • 360 10-11 3/4 .oo 4 4 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 38.6250 5-0 0/0 7-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-0 0/0 5-2 1/2 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/0 38 114 40 0/0 38 lt4 40 0/0 38 114 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2610.0 38.309 2 -.661 2 3903.8 38.309 Vl .ooo 3 3228.8 38.309 3 1.332 4 4230.0 38.309 4 -.891 5 3870.0 38.309 V2 .ooo 6 3870.0 38.309 5 .891 7 3870.0 38.309 6 -.891 8 3870.0 38.309 V3 .ooo 9 4556.3 38.309 6R .891 10 5343.8 38.309 SR -.891 11 2722.5 38.309 V4 .ooo 12 .o .ooo 4R .891 13 • 0 .000 3R -1.042 14 .o .000 2DR 1.782 15 .o .ooo 2R .467 LEFT RIGHT VAR DIM VAR DIM INTERIOR PANELS 2-4 3/4 3-0 3/4 3 AT 7-2 0/0 AXIAL LD AXIAL LO AXIAL LO IN WEB TOP CHORD BOT CHORD + 33579.4 28019.2 .o 3903.8 28019.2 .o 18257.9 .o 38978.4 + 17098.8 51745.4 .o 4230.0 51745.4 .o 10739.9 .o 59764.5 + 4922.1 63439.6 .o 3870.0 63439.6 .o + 895.6 .o 62770.9 6713.4 57758.3 .o 3870.0 57758.3 .o + 12531.1 .o 48401.8 17864.9 36034.4 .o 6127.8 39033.4 .o + 43083.1 .o .o ' i 1• •• •• ., . PURITAN-BENNETT 94....-9~ 432. LIS.T 14 T6 · . . L END PANEL PP L END PANEL MP L VAR PANEL, PP L Vl:ffi PANEL MP INT·PANEL PP LNT PANEL MP R VAR PANEL MP R ~AR PANEL PP REND PANEL MP REND PANEL PP S'rEEL FY AXIAL STRESS 727'1. 6 7271.6 7271.6 7271. 6. 16'463-.·9 164-63 .·9. 9351.7 9351.7 10130 •. 0 10130.0 SEC DESCRIPTION TC 1 51 L3-I/2X3-1/2x;2a1 BC 38 L2-1/2X2-1/2i.23-0 · May 22, l:9-90 .· = 500.00. PSI ' AXIAL· . MOMENT ' RATIO· UNI LOAD .:2424' -'274.1::L.6 • 4092 2-5379 .3 ..• 2424 . -27413 .6, ·.2959 . 4214 7 ~5488 -i3~it:s .6892' 693;3.8 .5283 12042.9 .3117 -35·302 .8 • 593-2 ·2.54.18-. (j .• 3377 -353,02,. 8 .AXIAL .LOAD K KL/R 63440. ~73 46~6. 62771 .• ,1.00 174,.6 BENDING 'STRESS 1519,2. 6 5478.3 1519-2.6 '2335. 8 7685.4 14,·96. 7 25'99.5 19564~8 5-4-86. 6 19-5.64. 8 BENDING RATIO L5064 L2129 1• 5064 1• 0833 ~2562 1. 0556 1.1.027 I I. 6522 .2274 .6522 FLRS I g . COMBINED RATIO .7488 .62~1 • 7-488 • 3792 . .8050 .7449 .6310 ·• 963'9 . .8205 .9898 LENGTH 38-11 1/2 28-'.5 0'/0 SEC BC·' 38 DESCRIPTION AXIAL.· STRESS CBRMP • 9.6:37 · . I 2057.7DEV .9·25. 5REQ 111·6. 7REQ [1L r.2-·112x2.:..112x. 2_30 ·· 2s912 ~ · BOTTOM. CHORD EXTENSION= 0-.8 3/4· L/3.60 LIVE LOAD DEV = ·· 1334 •. '0 PLF, TbTAL LOAD FOR DEFL = 10~6.0 P;Lf. **END PANEL DESIGN** --~------~---,--~-~--.. AXIAL. LOAD. LEFT 28·019.2 K 1.00 1 .. 0"0 KL/R . -FLR 83. 9. 0 RIGHT 39'.033. 4 --~..:. _________ _ 87. 5, O **WEB DESIGN** ST~EL p'Y = .5.0QOO. --------~--~-~ WEB NO 2 .. 25 Vl 22 3 22 4' 14 ¥~ f~ 6 1 22 V3 · 22 6R 22. 5R 14 V4 22 i;~ -~~ 2DR 25 4R 27 DESCRIPTION . L 2. X 2. X.163 L 2. X 2 X.137 L · .2 X 2 X ~ 13 7 . L1-1/2Xl-1/2X.115 L· 2. X -2 .X.137 Ll~l/2Xl_-1/2X •. 138 L 2 X 2' . X ~ 13 7 L>lf1, 2 X 2 X .• 137 L. 2 X. 2 X.137 Ll-1/2Xl-1/2X.115 L:-2-·X 2 X.1-3'7 L 2 X 2 X.163 L. 2 X 2 X.137 L 2 X 2 X.163 µ 2 X 2 X.188 ------~---------"---------* *:BRIDGING REQUIREMENTS·*-*. Q· 2 1 2 2 1 2 1 1 1 2 1 '. 1 2 1 2 K 1.QO 1.00 1~ 00· 1 .. 00 .1. 00 1.~00 1.00 '.1.,:o.O 1.00 1.00 1. 00, 1.~ 00· 1.00 ,1. o.o 1 .. 00 WEB V . ·2D· BS.I. L/~40 LIVE µOAD DE~= 2001.0 PLF TO END BASEL NGM_ NGM B. DEPTH -5_----o 0/.'0 , I 5 0;/0 5... 2 1/2 · 5 0/ 0, MIN VERT SHEAR= 5279.2 LBS. END REACTION = 21Jl16. 7 LBS·. . . REQ DEV REQ /FILLET AVBL- KL/R AX LOAD AX LOAD WELP SIZE WELD SLOT 112.0 + 33·579.+ 37526. 13.9X .163 16.·2+ .OB 96.6 -4221 • .,. 7BZ5. 2~1X .137 4.g+ ~o 60.4 --18258~-2'1661. 9.0X .137 10.·0+ .OB 123.4 + 17099.+ 19S07. 10.ox .115 10~5+ .OB g6~6 -4547.~ 1s25; 2.2x .137 4~9+ .-0 97.5.,. 10740.-12066. 5.2X .138 10~5+ .OB 145-~2 + 7936.+ 1:5·877. 3.~x .137 6 .• o+ ~o. 96-.6 .., 4187. ~--i,-7825-. 2. lX .137 4. 9+ • 0 14,5.,2 + 7936.+ 15877. 3.9X .137 6 .• 0+ .O §~: ~ ·:. · iil~-=: .51~~: ~: t~ : i½~ 12::~t : gB 14'5.7 :+ 1.25-3_.l.+ 1876·3. 5.2X .163 6;0+ .O 66.~ ~ l7&65~-zo691. a.ax .137 10~1+ .oB 111.-2 -·6492 .• -7556 .• 2.7X .163 5.0+ .O 146~6 + 43.083.+ 42999. 15.5X .18'8 17~·8-r .OB TCrRYY-:--1:a37~.,.Bt~RYY-,: 1. 435, · WLEN/ ('I'C RY1) = 254. 3'65 WORKING LENGTH = 3·8 • 62'5 FT · . . BRIDGING SPACING-STANPARD AT 19.313 F'r FOR 1 ROW.(S.). O;F H-BR1 DGING. -----------------------~-· NO.TE: TC GOV~RNED BY END PANEL · DES:IGN . , . '·!. ·-·, . , ... ,. ,·-.·. .. . :: . ~-. ·.. :: ' ,. \ ' ~ . --· .. ·.,, ..... ~--~. , -. ---- • • PURITAN-BENNETT 94-9-432 LIST 14 May 22, 1990 T7 40LH1080 38' 7-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH 40.00 BS LENGTH 38-7 1/2 SPACING STANDARD STANDARD INCHES 19.1 1.01 TL .56 LL **LOAD CRITERIA** -----------------TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L/240 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH TOTAL LOAD KIPS .360 LIVE LOAD KIPS .000 MOMENT DISTANCE 10-7 1/2 PROXIMITY IN INCHES .oo FROM LOAD SUPPORTING PP TO PP WEB MEMBER TC 4 4 **TCX/CANT LOAD CRITERIA** R TCX LOADS: UNIFORM= 1188. PLF. --------------------**BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 38.2917 5-0 0/0 7-0 0/0 DEPTH LEFT TC RIGHT TC END PANEL END PANEL 5-0 0/0 5-2 1/2 DEPTH DEPTH LEFT VAR DIM 2-0 _1/2 RIGHT VAR DIM INTERIOR PANELS 3-1 0/0 3 AT 7-2 0/0 LEFT CENTER RIGHT TCX LEFT TCX RIGHT 40 Of.O 40 0/.0 40 0/.0 ~ACTUAL) o-0 0/0 o-2 0/0 38 1/4 38 1/4 38 1/4 EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LD AXIAL LD AXIAL LD pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 2610.0 38.309 2 -.661 + 33257.3 27750.4 .o 2 3712.5 38.309 Vl .ooo 3712.5 27750.4 .o 3 3037.5 38.309 3 1.564 17350.2 .o 37098.3 4 4230.0 38.309 4 -.891 + 17406.9 50095.4 .o 5 3870.0 38.309 V2 .ooo 4230.0 50095.4 .o 6 3870.0 38.309 5 .891 11048.0 .o 58344.4 7 3870.0 38.309 6 -.891 + 5230.2 62249.7 .o 8 3870.0 38.309 V3 .ooo 3870.0 62249.7 .o 9 4567.5 38.309 6R .891 + 587.5 .o 61811.0 10 5355.0 38.309 5R -.-891 6405.3 57028.4 .o 11 2722.5 38.309 V4 .ooo 3870.0 57028.4 .o 12 .o .000 4R .891 + 12223.0 .o 47902.0 13 .o .ooo 3R -1.035 17654.0 35637.5 .o 14 .o .000 2DR 1.782 6140.7 38642.9 .o 15 . 0 .000 2R .467 + 42652.0 . 0 . 0 ... · . . . ,. •. . _,'• -· .·, PURITAN-BENNETT . 9-4-9-432 LIST -14 T7 -. r , , • ,. ,, . ', .... · •. ' ,, .., • > : ; • ··: •• -·· · May ~2 ,. ;I.99.0 ~~----------~~--**CHORD DESIGN** S';rEEL FY= 50000. PSI --------~-~-----AXIAL AXIAL .MOMENT . BENDING. · STRES.S 15405.8 BENDING COMBINED . RATIO STRESS RATIO UN:J: LOAD t :END' PANEL PP 120:1.8 .24'01 :-27798:.4 LEND P,ANELMP 7201.8 .4053 25222~0 L. VAR PAN-EL .PP 72,01. 8 • 24.01 -27798. 4· L ,VAR PANEL MP 72-01. 8 • 2840 -5273 .1 , INT PANEL PP 16155.1 .53'8.5 -13867 .·5 :INT PANEL 'MP 16155.1 .67:6·3· ·.6933· •. 8 R·VAR .PANEL MP 9248.7 .• 5245 12222.4 R' VAR PANEL P.P 9 24.8. 7 • 308·3 -3 54 08. 2 REND PANEL MP ·10.028.6 .5872 25376~7 R END: P4NEL pp 10028. 6, .• 3343 -35408. 2 . 1 5444.3 15405.8 2922.4 7685 .• 4 1496.7 2638.3 19-623. 2 .5477.7 J:9~2~.2 SEC DESCRIPTION, . · AXIAL LOAD K KL/R · TC: 51 L3-1/2X3-1/2X. 287 62.250. _ .• 75 ~46. 6 BC; 38 L2-1./2X2-1/2X.230 ,6'1811 •. 1.00 174.6 I . 2057.7DEV 901.'7REQ 1086.3REQ ; SEC DESCRIPT.ION AXIAL STRESS CBRMP' Bq 38. L2-1/2X2-1/2X. 230 28370.. .94·57 BOTTOM.CHORD EXTENSION== 0-8 3/4 L/360.· LIVE LOAD DEV = :1,36·9. 2 PLF, L/2,40 __ !_ ____ ~~:~::!""::;iOAD FOR DEFL == 1084. 3 PLF. · **TCX DESIGN** --:--------------BENDING MOMENT 198~ ~--~---~-~----------**END PANE:fu DESIGN** . REQ.S .• 007 DEV S 1.722' REQ .r .-oo.o LIVE LOAD DE DEFLC ·DEV I .IN. 4.545 .017 TIO • 513·5 .2113 .5135 .1036 • 2"562 .0556 .1042 .6541 .2265 .6541 FLRS 0 0 TL ..• 7536 .6166 .7536 .3876 .7947 • 73:19 .6287 .9624 .8138 • 9,8fl4 LENGTH 38-9 1/.2 28-1 oyo = 2053.7 PLF BEARING LENGTH DEPTH o-2 0 /0 '5. 00 o-6 0/0 -----.ixiii:~Eoio---.. !"" i LEFT · 27750. 4 1. o·o 'KL/R FLR WEB : T.O EN.D BASEL NGM NGM B. DEPTH 83.9 0 V 5-O O/o· -1· 5 0/o· RIGHT 38642 .• 9 1. 00 87.5 0 2D 5-21"/2 50"/0 -~---------~-~ **WEB DESIGN.*·* ~~---~~----~-!-STEEL FY = 5 0 0. O O -~ .PSI:. M_IiNiE~iA3¥¥~ : 2 ~ ~ ~ i : ~ t~~ : W~B NO.DESCRIPTION -2 25 L 2 X 2 X.163 ~1 22 L 2 X 2 X.1j7 · · 3 '20 Ll-1{2Xl-1/.2X: 170. 4 14 Ll-ll2Xl-1i'2X.115 V2 22 L 2 X 2 X.137 5 17 Ll-1/2Xl-1/2X .• 138 ·. 6 2.2 L . 2 X .2 X. 13 7 V,3 2 2 L 2 X ·. 2 X,. 13 7 6R 22 L 2 X 2 X..13 7 5R 14 L1-1/2Xl-1/2X.115 V4 22 L 2 X 2 X.137 4R 22 L 2· X 2 X.137 3R '22 L 2 X 2 . X.137 2DR 25 L 2 .X 2 · X-.163 2R 27 ~ 2 -X 2 X.188- .. -; . '. ~-1~00 . ,1 1 .• ,0.0 2· 1.00 2· 1 .• 00 1 1.00 2 1. o:o .1 1 .• o·o 1 1. 0'0 1 1. O'O 2 1.00 1 1.·o·o 11.0Q · 2' 1. 00 ,1 1. 00 2 1.00 REQ. . DEV REQIFILLET AVBL KL/R AX ~QAD AX ._LOAD WELD SIZE WELD SLOT 1 §,~:t~ !-3 lg:~:I:: 3 i~~~= 1 ~:6~ :l~~ i2:~t :8B ~ 77.3 -· 11350.-18801. 6.9X .170 9.6+ .OB 12-3.4 + 17407.+ 19907. 10.2X .115 10.5+ .OB 96.~6 -4541.-7825. 2.2x .137 4.9+ .o 97.5 -11048.-12066. 5.IX .138 10.5+ .OB 145-~'2 + . __ 7869 0 + 1587;7. 3.9X .137 .6.0+ .O .96.6 -41a1.~ 7825. -2.lX .137 4.9+ .O 145 .• 2 + 7869.+ 15877. 3.9X .137 6.0+ .·o 97. 0 -78·69. -9'964. 4. /5X .115 10. 5+ • OB 96.6 -418:1.-7825. 2.lX .137 4.9+ .O 145.2 +. 12223.+ 15S77. 6.0X .137 6.0+ .O 67 .1 -17:6:54 • ..,. 20Ei57. 8. 17X .137 1,0· •. 2+ • OB 111.a -~498.-7556. ·2.vx .163 5.o+ .o 14.6.6+ 4265-2.+ 4299~. 15.1 X .188 J,.7.8+ .OB • ·~ • t •• . ,,•,,', ',,.,'{ '; ' . ' ... ~ "'• ' ,, • ,-l• ~ • • 1' • ,• • ,, .,! ~-• • • ·-..... -·· .,' .... --: .. , ' . PURITAN-BENNETT . 94-9-432 LIST 14 T7 •• **BRIDGING REQUIREMENTS** ------------------------- • • May 22, 1990 TC RYY = 1.837, BC RYY = 1.435, WLEN/(TC RYY) = 250.187 WORKING LENGTH= 38.292 FT BRIDGING SPACING STANDARD AT 19.146 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: TC GOVERNED BY END PANEL DESIGN .. PURITAN-BENNETT. . 94-9-432 LIST 14 'T:J_O . 40LH1080 ' . •;,,, May. 22, 19Qb ,39, 3 11 . •••••• . .. ' ' . ----' --~~~----~----------~~---~-~------------~~-----.---.------------r-----------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPEC$ _ vpLCRAFT ENG DEPT** ----------------------------------~------.--~-------~----~---r-----------------BRIDGING LEFT END. RGHT END AC~UAL DEFL. DEPTH B3.s9_ L_E3.NG0T1_H0 SPACIN.G :STANDAAD STANDARO 1INCHES 40.00 19.5 1.10 TL -·~----------------**LOAD CRITERI~** -----------------T9TAL LO.AD, =· 1O80 • PLF, LIVE LOAD = 6 Q O • PLF •. I . .. LIVE LOAD DEFLECTION .SPECIFIED AS L/36'0 TOTL L0,1\D DEFLECTION SPECIFIED AS Li'24·0 -~-----~-----------~-**BASIC DIMENSIONS** ----------~--------- .61 LL WK LEN.GTH 38. 9167 LEFT . RIGHT END PANEL END PANEL 7-0 0/0 7-0 0/0 LEFT VAR DIM 1-:J.(;), 1/2 RIGHT VAR DIM i-10 _1/2 I INTERIOR PANELS 3 AT 17-2 0/0 LEFT TC RIGHT TC_ END PANEL END-PANEL 4-6 1/4 4-6 1/4 DEPTH · DEPTH DEP.TH LEFT CENTER RIGHT . 40 0/0 40 0/0 4'0 0/0 (ACTUAL) 38 3i'8 38 318 38 3i'8 (EFF) * *T:RUSS Al'lALYS IS*-·*· --~----------------· EFF WEB WEB pp LOAD-LBS. DEPTH MEr1. SLOPE 1 . 2351. 3. · 38. 42'5 2 -.• 4(:i,9 2 4702.5 38.425 2D -1.292 3 42\86. 3 38'. 425 3 1.708 4 3870.b 38-. 42·5 4 -• .8-94 5 3.870. 0 38. 42·5 V2 .ooo 6 38.70. 0 38.425 5 .-894 7 ,3870,.0 38 .• 4.25 6 -.894 8 3870.o 38.425 V3 .000 Q 428'6. 3 38.4-25 6:R .894 10 4702. 5' 38. 4-25 5R -.894 11 2351 •. 3 38 .-4:25, V4. .000 12 .o .000 4R '~894 13 _ •. o. .ooo 3R -,1. 708 14 .o • 00.0 2DR 1.292 15 .o .000 2R .469 -~----~~-~------·*~CHORD DESIGN·** S'rEEL FY: = :5:0000. -~------~-------- AXIAL LD AXIAL LD !AXIAL LD IN WE-B TOP CHORD BOT CHORD + 4398'5 •. 1 §~!~§:~ .o ,5947 ~·2 .o 16178~7 .o 44363.3 + 14519.9 55190.3 .o 3·870. 0 55190.3 .o 8,7.12. 0 .o 61686 .,4 + · 2904:,io 638:51. 8 · .o -. 387'0. 0 63851,. 8 • o. + 29'04.0 .o 61686.4 8712 .• -0 55190.3 • 0. ~ 3.87-0.0 55190.3 .o + 14519.9 ~o 44363 0 3· 1617·8. 7 36-188. 2 .o ,5947.2 ~9829.0 .o + 43985.1 .o .o PS:I; AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO L;END PANEL pp 1118.7.7 • p07,29 . -~-6.736 .,6 18875.6 .6292 1.0021 L END PAN-EL MP 11187.7 • 64'97 1.87.99 •. 6 ·5379. 2 .2191 .8689 L VAR PANEL pp 10165·. 0 · .3388 -2673·6. 6 18875.6 .6292 .9680 L VAR PANEL MP 10·165. 0 • 59'03 9630.3 2755.6 .1073 .6976 INT PANEL pp 17935.6 .5979 -13867.5 9790.2 .3263 .9242 :.INT PANEL MP 179'35. 6 .760,1 . 6933.8 198.4. 0 .0730 .8331 R:VAR PANEL MP 10'1·65. 0 .5903· 9630.3 2755.6 .1073 .6976 R1VAR PANEL PP' 10165.0 • 3'388 · -2:6736. 6 18875.6 • 6292 .9680 R. END PANEL MP -. 11187. 7 .6497 187.99.·6 5379~2 .2191 .8689 R J END· PANEL· PJ? . · 11:J.87. 7 · .. ·. ~ 3729· . ---2 6 7 3,6 .• 6 -· :·: 18875. 6 .6292 1.0021 I• -,,,,, ' ,•, l., .. _, \:'' ~ ': ' r ,-.· _._, ·'. •; _,. ..... ,, t • • l .. -· . . . ..... ,-.,--{, ...... ~.,-... :·. --· , .. ·" ... ~.--. ' •, ;::.·~. ' ~.,., ,, !· •: PURITAN-BENNETT 94-9-432 LIST 14 TlO •• • 'May 22, 1990 SEC DESCRIPTION AXIAL LOAD K KL/R TC 48 L 3 X 3 X. 313 63852. • 75 54. 7 I FLRS 2008.7DEV 0 946.6REQ 0 1135.9REQ TL LENGTH 39-3 0/0 26-8 1,2 BC 38 L2-1/2X2-1/2X.230 61686. 1.00 174.6 SEC DESCRIPTION AXIAL STRESS CBRMP BC 38 L2-l/2X2-1/2X.230 29100. .9700 BOTTOM CHORb EXTENSION= 0-8 3/4 L/360 LIVE LOAD DEV= 1273.2 PLF, L/240 LIVE TOTAL LOAD FOR DEFL = 1080.0 PLF. LOAD DEV= 1909.8 PLF **END PANEL DESIGN** AXIAL LOAD LEFT 39829.0 RIGHT 39829.0 K 1.00 1.00 **WEB DESIGN** STEEL FY WEB NO DESCRIPTION 2 29 L 2 X 2 X.213 2D 27 L .2 X 2 X.188 3 18 Ll-1/2Xl-1/2X.145 4 25 L 2 X 2 X.163 V2 22 L 2 X 2 X.137 5 14 Ll-1/2Xl-1/2X.115 6 22 L 2 X 2 X.137 V3 22 L 2 X 2 X.137 6R 22 L 2 X 2 X.137 5R 14 Ll-1/2Xl-1/2X.115 V4 22 L 2 X 2 X.137 4R 25 L 2 X 2 X.163 3R 18 Ll-1/2Xl-1/2X.145 2DR 27 L 2 X 2 X.188 2R 29 L 2 X 2 X.213 KL/R FLR WEB 88.7 O 2D TO END BASEL NGM NGM B. DEPTH 4-6 1/4 5 0/0 88.7 0 2D 4-6 1,4 5 o,o = 50000. PSI. MIN VERT SHEAR= 5253.8 LBS. Q 2 1 2 1 1 2 1 1 1 2 1 1 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 END REACTION= 21015.0 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 147.5 + 43985.+ 48398. 15.8X .188 16.2+ .OB 123.4 -6351.-7026. 2.3X .188 5.3+ .O 75.4 -16179.-16483. 7.5X .145 9.5+ .OB 145.9 + 14520.+ 18763. 6.0X .163 6.0+ .O 96.9 -4189.-7797. 2.lX .137 4.9+ .O 97.2 -8712.-9947. 5.lX .115 10.5+ .OB 145.4 + 7885.+ 15877. 3.9X .137 6.0+ .O 96.9 -4189.-7797. 2.lX .137 4.9+ .0 145.4 + 7885.+ 15877. 3.9X .137 6.0+ .O 97.2 -8712.-9947. 5.lX .115 10.5+ .OB 96.9 -4189.-7797. 2.lX .137 4.9+ .O 145.9 + 14520.+ 18763. 6.0X .163 6.0+ .O 75.4 -16179.-16483. 7.5X .145 9.5+ .OB 123.4 -6351.-7026. 2.3X .188 5.3+ .O 147.5 + 43985.+ 48398. 15.8X .188 16.2+ .OB -------------------------**BRIDGING REQUIREMENTS** -------------------------TC RYY = 1.647, BC RYY = 1.435, WLEN/(TC RYY) = 283.515 WORKING LENGTH= 38.917 FT BRIDGING SPACING STANDARD AT 19.458 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED TO ADJUST FOR TOP CHORD BENDING. .• ,_. ·.:·-PURITAN-BENNETT . ,~4-9-432 LIS~ 14 T11 . 40Ll:Il08'0 ·39 1 11-'-1/211 May 2.2, . 199_0 -'-----------~-,.---,---------------------.----------------------1-------------------** LONG SPiuf JOIST DESIGN REQUIREMENTS** SJI SPECS JVULCRAFT ENG D~PT** .,..,.-------~-.---------B;roGt~G--""""".r:i;T-iio-RGiif "'"iNo.,."""7"-------1c;;uii:-oiFi: .... -------... . DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.-00 39-11 1/Z · l~.8 · 1.18 TL .66 LL -~-----~---------**I,iOAD ·CRITERIA*;* io;;ir:-Loi.o-:--iaa o. PLF, 1i1vE LOAD = 6·o·o. Pl;.iF. LIVE LOAD DEFLECTION SPECIFIED AS L/.360 ']OTL LOAD OEFLECTION SPECIFIED· AS ~1240 ~--------------~----**BASIC DI:MENSIONS**' --------------------· LEFT RIGHT· ;WK LENGTH 39.6250 END PANEL END PANEL ·6-O 0/0 ·6-b 0/0 .LEFT VAR DIM 3.-2 3/4 .RIGHT VAR DIM INTERIOR PANELS 3-2 3/4 3 AT 7-2 0/0 . LEFT TC. RI.GHT TC END PANEL END PANEL ·4-& 3/8 4-8 3/8 IDEPTH. DEPTH DEPTH LEFT CENTER RIGHT 40 0/.0 40 0/.0 40 0/.0 (ACTUAL) _f!_~t! __ ~!_l{!_.,.i8 3/8. {EFF) **TRPSS AN~LYSIS** -~~---------------( -. EFF. WEB pp' 1. 2 3 4 5 .6 7 ·8 ,9 10 11 12 13 14. 15 LOAD.-LBS 2446 .9 · 4893. 8. 4.381 .• 9 · 3870. 0 . 3.870. 0 3870.0 3870.0 3870 •. o 4381.9 4893~8 2446 .• 9 • o· .o .o .o ~--------~--- DEPTH MEM 38.425 2 38.425 2D 3.'8. 425 3 38.425 4 3'8. 425 V2 .38. 425 5 3.8.425 · i5 38.425 V3 38.425 6R ,>I,, 38. 425 5R ', 38.425 V-4 .ooo 4R .000 3R .000 2DR • 000 2·R WEB AXIAL LO SLOPE IN WEB-.;.;.. 549 + 3:9382. 3 ~2.459 5282.~ .992 .,. 19963.7 -•. 894 + 14519. 9 .000 3870.0 ~,894 --~ 8712,. 0 :-.8.94 :+ '2904 .• O·. •. ooo. --3a1·0 .~o •. 894 + 2904. 0 -.'.894 ,8712 .• 0 .000 -· 3870.0 •. 894 + 14519 ~ 9 -.992· -19963.7 2. 459 · -5·282. 9 • ·549· + :3'9382. 3 AXIAL LD TOP CHORD 34523.0 32533.0 .o 57535.8 57535.8 ~o 66197.4 66197.4 .• 0 57535 .• -8 57535.8 .o 32533.0 34.523. 0 .o **CHORD DESIGN** STEEL FY = 5QO_Q_Q,. PSI --~"------~------- LEND PANEL PP L', END PANEL MP L:VAR PANEL PP ·. L, VAR PANEL MP 1 INT PANEL PP .INT PANEL MP R'VAR PANEL MP R;VAR PANEL PP R I END l='ANEL MP R · END· PANEL PP f AXIAL STRESS 9697.3 91597.3 9138. 3 · 9138~3 :18594.4 18594'.4 ··. ,' 9138.3 . 913-S .3 '§~§~: ~ ' ... AXIAL RATIO· .3232 • 5-899 .3046 .5559 .6198 • 78'81 .5559 .3046 .5895:l . 3232· · i~.·· -,_ :.:~. ,;.~,-~_ •. ,.-__ .. ::,-,:~~:.l.:. ," ··· .... ~·-··, • • • , •• ~ ·., ·,' < •" >•l " • 1 : ··:;;. ,d -'• .\ ·.·:··: ... ,_:::-.·,,...·::·--~::.• :··.:· -__ .. ~.-. ---· ·.. :···. ·: ... ,; -;.·~:;., :,• ,: :. ~' ·' .:,',;;-:. • ... , ·;-.,_:;· ... " .... ,.-.,.,;: ', -....... , ... ,.. . ~--·,. ... ,. -, ..... · ~ ~--. '' .. . . MOMENT BENDING UNI LOAD STRESS -29~71.3 20523.9 20314. i5 5'812. 7 . -2~071.3 20523.9 10629.4 -3041.4 -138~7~5 9790.2 6933~8 1984.0 10629.4 3041.4 -2~071.3 205~3.9 20314.6 5812.7 .. -,.29.071.·3 · .. -20543. 9 ::::---.. .. .. ~ . '• ~ . ' ' ' .;., ._., • .... ~ '. ' ,--l" AXIAL LEY BOT CHORD • O· .o 46708.8 .o .o 64032.0 .o .o 64032.0 .o .o 46708.8 .o BENDING RATIO .6841 .2334 .6841 .1178 .3263 .0733 .1178 .6841 .2334 .6841 .o .o COMBINED RATIO 1.0074 .:8232 .9887 .6737 • 9462 .8613 .6137 .9887 .823'2 1.·0074 -,;' •; .. . PURITAN-BENNETT 94-9-432 LIST 14 Tll • •• May 22, 1990 SEC DESCRIPTION AXIAL LOAD K KL/R TC 48 L 3 X 3 X.313 66197 •• 75 54.7 I FLRS 2008.7DEV 0 999.2REQ 0 1199.lREQ TL LENGTH 39-11 1/2 29-5 0/0 BC 38 L2-1/2X2-1/2X.230 64032. 1.00 174.6 SEC DESCRIPTION AXIAL STRESS CBRMP 38 L2-1/2X2-1/2X.230 30169. 1.0056 BOTTOM CHORb EXTENSION= 0-8 3/4 BC L/360 LIVE LOAD DEV= 1206.1 PLF, L/240 LIVE TOTAL LOAD FOR DEFL = 1080.0 PLF. LOAD DEV= 1809.2 PLF **END PANEL DESIGN** AXIAL LOAD LEFT 34523.0 RIGHT 34523.0 K 1.00 1.·00 **WEB DESIGN** STEEL FY WEB NO DESCRIPTION 2 27 L 2 X 2 X.188 2D 22 L 2 X 2 X.137 3 22 L 2 X 2 X.137 4 25 L 2 X 2 X.163 V2 22 L 2 X 2 X.137 ·5 14 Ll-1/2Xl-1/2X.115 6 22 L 2 X 2 X.137 V3 22 L 2 X 2 X.137 6R 22 L 2 X 2 X.137 5R 14 Ll-1/2Xl-1/2X.115 V4 22 L 2 X 2 X.137 4R 25 L 2 X 2 X.163 3R 22 L 2 X 2 X.137 2DR 22 L 2 X 2 X.137 2R 27 L 2 X 2 X.188 KL/R FLR WEB 92.3 0 2D TO END BASEL NGM NGM B. DEPTH 4-8 3/8 5 0/0 92.3 0 2D 4-8 3/8 5 0/0 = 50000. PSI. MIN VERT SHEAR= 5349.4 LBS. Q 2 1 2 1 1 2 1 1 1 2 1 1 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 END REACTION= 21397.5 LBS. REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 129.4 + 39382.+ 42999. 14.lX .188 15.0+ .OB 104.6 -5640.-7051. 2.8X .137 4.8+ .0 68.8 -19964.-20404. 9.8X .137 10.2+ .OB 145.9 + 14520.+ 18763. 6.0X .163 6.0+ .O 96.9 -4201.-7797. 2.1x .137 4.9+ .o 97.2 -8712.-9947. 5.lX .115 10.5+ .OB 145.4 + 8028.+ 15877. 3.9X .137 6.0+ .0 96.9 -4201.-7797. 2.lX .137 4.9+ .0 145.4 + 8028.+ 15877. 3.9X .137 6.0+ .O 97.2 -8712.-9947. 5.lX .115 10.5+ .OB 96.9 -4201.-7797. 2.lX .137 4.9+· .O 145.9 + 14520.+ 18763. 6.0X .163 6.0+ .O 68.8 -19964.-20404. 9.8X .137 10.2+ .OB 104.6 -5640.-7051. 2.8X .137 4.8+ .0 129.4 + 39382.+ 42999. 14.lX .188 15.0+ .OB -------------------------**BRIDGING REQUIREMENTS** -------------------------TC RYY = 1.647, BC RYY = 1.435, WLEN/(TC RYY) = 288.675 WORKING LENGTH= 39.625 FT · BRIDGING SPACING STANDARD AT 19.813 FT FOR 1 ROW(S) OF H-BRIDGING. NOTE: END PANEL SHORTENED TO ADJUST FOR TOP CHORD BENDING. . i ...... , .. . . . " .. PURITAN-BENNETT May 22,. 199 . .0· 941-9-4:32 LrS.T 14 T12' . ·40LH1080 39 1,·11--3/411 ;;..,LONG.,.SPAN-JOIST-DESIGN-REQUtiiii.iENTS;;----~SJI~sPics ___ ..,_VU1LCRAFT-Ef-iG-.DE-PT;; ---t-----,--,---,-----------'--------·---.-----·--:-·---... ,..· .... -·'.""--.,.-----,-----1-------..---,--.;.----· .. , . . . BRIDGING LEFT END RGHT END ACT1UAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD I1NCHES 40;.00 39-11 3/4 19 .• 8 . . . 1.19 TL i ·• , . . . • 66 LL --~--:--.,.-:--,.---·-:----**IlOAD CRITERIA** -l --• -TOiAL-tOAD-=--ioao. PLF, . LIVE LOAD = 600 •. PLF. ~~!~..,~~!~-~~!~~e!!~;-~!~~!1:?t~g i~ t~~~g . **TCX/CANT LOAD. CRITERtA** . --------------------------~ ~ ' ' ' L TCX LOADS.--: · UNJ:FORM = 118'8 • · PLF. ---------,.---,.-,-------**l;3ASIC DI.MENSIONS** ' ---.. ---------------------LEF'I' RIGHT WK LENGTH END· .PANEL '.END . PANEL 39~6458 6~ 0 -0/0· 6,-O 0/0 LEFT VAR.DIM-3-2 7/8 · ltIGHT VAR DIM 3_. 2 7/8 IN'rERIOj PANELS 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4~ 8 3/8. 4-8 3/8 DEPTH. DEPTH . DEPTH LEFT . CENTER RIGHT 40.0,/0 40 0/.0 40 0/0 (ACT{lA,L) 38 3/8 38 3./8· 38 3/8 . (EFF) -•r--~-~--~~--t--~~~-- **TRUSS ANAI;iYSIS** -----------,-.... -~---I WEB pp EFF WEB LOAD-LBS DEPTH MEM SLOP·E .1 2449.7 38~42'5 2 -.5~9 2 4899.4 '38 ~ 425 2D -2.469 3', 4,38'4 .• 7 .38.4Z5 3 .988 4 3'870. 0 38-~ 425 4 -. 8·94. .5,,,;l(,· 3870.0 38 •. 42,5 V2 .000 6 ., 3870. o· 38. 425 -5· .894 1 3870•. 0. 3-S·. 425 6 -.894 8 3870 .•. 0 .. 38. 425 V3 .. ooo .. 9, ·4'384. 7 38. 42,5 6R .894 10 4899.4 38.425 5R -.894 1.1 24,4.9 ~7 3e. 42·5 V4 .·000 12 • o. .·ooo 4-R -~-894 1.3. .o ·• 000 3R ""'• 988 JJ4 • 0 . .• 000 · 2'DR 2 •. 469 15 .o .000 2R ./549 i + + + -·+ + + AXIAL LD IN WEB 39399..8 . 5286. 0 20000. 2. 14519.9. 3870.0, 8712-';() 2904e0 3870.0 .. 2904. 0 ' 8712.0 3870. o· 14519.9' 20000.2 5.2,86. 0 39399.8 . TCX 1 EFT o-2 0/0 TCX RIGHT o""'!' o 070 AXIAL LD XIAL LD TOP ·CHORD OT CHORD 34538.4 • 0 .. ~2554~1 .o ·• o. 46778.5 57605.4 .o 5,7605. 4 .o .o 64101.6 6.6267. 0 .o €i6267.0 • 0 . .o 64101.6 57605.4 .o 576'05. 4 .o .o 46778.5 325.54 .1 .o 345"38. 4 .o .o .o -. . . .. ... ,, •• •• PURITAN-BENNETT 94-9-432 LIST 14 T12 ----------------**CHORD DESIGN** STEEL FY ----------------AXIAL STRESS LEND PANEL PP 9701.6 LEND PANEL MP 9701.6 L VAR PANEL PP 9144.2 L VAR PANEL MP 9144.2 INT PANEL PP 18614.0 INT PANEL MP 18614.0 R VAR PANEL MP 9144.2 R VAR PANEL PP 9144.2 REND PANEL MP 9701.6 REND PANEL PP 9701.6 May ·22, 1990 = 50000. PSI AXIAL MOMENT RATIO UNI LOAD .3234 -29141. 3 .5910 20360.1 .3048 -29141. 3 .5570 10659.3 .6205 --13867.5 .7889 6933.8 .5570 10659.3 .3048 -29141.3 .5910 20360.1 .3234 -29141.3 BENDING STRESS 20573.3 5825.7 20573.3 3050.0 9790.2 1984.0 3050.0 20573.3 5825.7 20573.3 BENDING RATIO .6858 .2340 .6858 .1182 .3263 .0733 .1182 .6858 .2340 .6858 COMBINED RATIO 1.0092 .8250 .9906 .6752 .9468 .8622 .6752 .9906 .8250 1.0092 SEC DESCRIPTION AXIAL LOAD K KL/R TC 48 L 3 X 3 X.313 66267 •• 75 54.7 I FLRS 2008.7DEV O 1000.8REQ 0 1201.0REQ TL LENGTH 40-1 3/.4 29-5 ll4 BC 38 L2-l/2X2-1/2X.230 64102. 1.00 174.6 SEC DESCRIPTION AXIAL STRESS CBRMP BC 38 L2-1/2X2-1/2X.230 30201. 1.0067 BOTTOM CHORD EXTENSION= 0-8 3/4 L/360 LIVE LOAD DEV= 1204.2 PLF, L/240 LIVE LOAD DEV= TbTAL LOAD FOR DEFL = 1080.0 PLF. **TCX DESIGN** SEC L 48 TC 40S BR BENDING MOMENT 198. **END PANEL DESIGN** AXIAL LOAD LEFT 34538.4 RIGHT 34538.4 K 1.00 1.00 REQ S .007 DEV S 1.416 KL/R FLR WEB 92.4 0 2D 92.4 0 2D REQ I .000 DEV I 3.024 DEFLC IN. .017 1806.4 PLF LENGTH o-2 0/.0 o-6 o,o BEARING DEPTH 5.00 TO END BASEL NGM NGM B. DEPTH 4-8 3/.8 5 0/.0 4-8 3l8 5 o,o **WEB DESIGN** STEEL FY= 50000. PSI. MIN VERT SHEAR= 5352.2 LBS. --------------END REACTION= 21408.8 LBS. WEB NO DESCRIPTION 2 27 L 2 X 2 X.188 2D 22 L 2 X 2 X.137 3 22 L 2 X 2 X.137 4 25 L 2 X 2 X.163 V2 22 L 2 X 2 X.137 5 14 Ll-1/2Xl-1/2X.115 6 22 L 2 X 2 X.137 V3 22 L 2 X 2 X.137 6R 22 L 2 X 2 X.137 5R 14 Ll-1/2Xl-1/2X.115 V4 22 L 2 X 2 X.137 4R 25 L 2 X 2 X.163 3R 22 L 2 X 2 X.137 2DR 22 L 2 X 2 X.137 2R 27 L 2 X 2 X.188 Q 2 1 2 1 1 2 1 1 1 2 1 1 2 1 2 K 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 REQ DEV REQ FILLET AVBL KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 129.4 + 39400.+ 42999. 14.2X .188 15.0+ .OB 104.5 -5643.-7057. 2.8X .137 4.8+ .O 68.9 -20000.-20386. 9.8X .137 10.2+ .OB 145.9 + 14520.+ 18763. 6.0X .163 6.0+ .O 96.9 -4201.-7797. 2.lX .137 4.9+ .O 97.2 -8712.-9947. 5.lX .115 10.5+ .OB 145~4 + 8032.+ 15877. 3.9X·.137 6.0+ .O 96.9 -4201.-7797. 2.lX .137 4.9+ .O 145.4 + 8032.+ 15877. 3.9X .137 6.0+ .O 97.2 -8712.-9947. 5.lX .115 10.5+ .OB 96.9 -4201.-7797. 2.lX .137 4.9+ .0 145.9 + 14520.+ 18763. 6.0X .163 6.0+ .O 68.9 -20000.-20386. 9.8X .137 10.2+ .OB 104.5 -5643.-7057. 2.8X .137 4.8+ .O 129.4 + 39400.+ 42999. 14.2X .188 15.0+ .OB . PURITAN-BENN·ETT . 94-9-43·2 LIST. 1.4 . :May. 22 ,. 199.0 ·_. 'rl2 . . -~---------~---~---------**BRIDGING REQUIREMENTS**'·· J --' --' i¢-RYY-:--i:647~-Bc-;YY~-:; i.~ 435, :wLEN/ (T.c ·RYY) = 2a8·. 8'27 ~~¥~a¥gGL!~X6¥NG s~iNgilDFIT 19.8;p FT FOR 1 ;ROW(S} OF H-BRIDGING. Nciii7---iNo-i?iii~-siioRiiNED rr.o ADJUST FOR ':DOP CHORD BENDING. -. . . . . ... ~' , ' ·-' ' ·. -',,._\ ' . . . ,-· ;:·," i' ' -.. 1 ~ • : ;_ ·-~ • • I ' . -. , -. . . ~ . ~ • •• :.: .:..:: -· •• -."'.!.•,•· ~-t '; I ' I • ,. -4: ·"' ~ • I ·I • • .. PURITAN-BENNETT 94-9-432 LIST 14 . May 22, 1990 T13 40LH1230 39' 11-1/211 ---------------------------------------------------~--------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 39-11 1/2 19.8 1.19 TL .58 LL **LOAD CRITERIA** -----------------TOTAL LOAD= 1230. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Lt240 **BASIC DIMENSIONS** LEFT RIGHT RIGHT WK LENGTH END PANEL END PANEL 39.6250 6-10 0/0 6-10 0/0 LEFT VAR DIM 2-4 3/4 VAR DIM INTERIOR PANELS 2-4 3/4 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-8 3/8 4-8 3/8 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 40 0/.0 38 118 40 0/.0 40 0/0 (ACTUAL) 38 118 38 118 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2786.7 38.185 2 -.477 2 5573.4 38.185 2D -1.490 3 4990.5 38.185 3 1.328 4 4407.5 38.185 4 -.888 5 4407.5 38.185 V2 .ooo 6 4407.5 38.185 5 .888 7 4407.5 38.185 6 -.888 8 4407.5 38.185 V3 .ooo 9 4990.5 38.185 6R .888 10 5573.4 38.185 5R -.888 11 2786.7 38.185 V4 .ooo 12 .o .000 4R .888 13 .o .000 3R -1.328 14 .o .ooo 2DR 1.490 15 .o .000 2R .477 ----------------**CHORD DESIGN** STEEL FY = 50000. ---------------- AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 50103.9 45217.2 .o 6712.1 41477.0 .o 20039.6 .o 53530.6 + 16594.5 65938.8 .o 4407.5 65938.8 .o 9956.7 .o 73383.7 + 3318.9 75865.3 .o 4407.5 75865.3 .o + 3318.9 .o 73383.7 9956.7 65938.8 .•. .o 4407.5 65938.8 .o + 16594.5 .o 53530.6 20039.6 41477.0 .o 6712.1 45217.2 .o + 50103.9 .o .o PSI AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 11734.8 .3912 -33109.0 18349.0 .6116 1.0028 LEND PANEL MP 11734.8 .6261 23136.0 4994.0 .2043 .8304 L VAR PANEL PP 10764.1 .3588 -33109.0 18349.0 .6116 .9704 L VAR PANEL MP 10764.1 .5743 12105.7 2613.1 .1033 .6776 INT PANEL PP 19688.6 .6563 -15793.5 8752.8 .2918 .9480 INT PANEL MP 19688.6 .8242 7896.8 1704.6 .0642 .8884 R VAR PANEL MP 10764.1 .5743 12105.7 2613.1 .1033 .6776 R VAR PANEL PP 10764.1 .3588 -33109.0 18349.0 .6116 .9704 REND PANEL MP 11734.8 .6261 23136.0 4994.0 .2043 .8304 REND PANEL PP 11734.8 .3912 -33109.0 18349.0 .6116 1.0028 't'' · .-· .. PBRITAN~BENNETT. 94-9-43.2 LIST 14. Tl3 .. SEC bESCRIPTION • Td 51 L3~1/2X3-1/2X.287 BO 42 L 3 X 3 x. 2'2 7 . , ' • I ' . '' ( :c, ' ' ,' · / ·-··· . . May 22, 19.~0··· AXIAL LOAD K KL/R I _ FLRS 75865 •• 75· 46.6 2~8i.~DE~ 0 7.3384. 1 •. 0.0 .14A.8 999.2REQ, 0 LENGTH 39-11 1/2 28-O 112 \ BC SEC 42 1365. 6.REQ: TL DESCRIPT.ION _ AXIAL STRESS CBRMP l ,L 3. X 3 .X.227 · 28946. . ~9:649 BOTTOM' CHORD EXTENSI.ON = b-10 1/2 L/3·60. LIVE LOAD DEV === 13619. 9 PLF' ~ L/:240 LIVE LO~D-DEi'il = 2054 .•. 8 PLF · TbTAL LOAD FO:R -DEFL = 12·3 0 • 0 . PLF. -~-------~--~-------*-~END P,M:JEL DESIGN** --------------~-----' AXIAL LOAD K KL/R F.LR WEB LEFT 45217.2 1.00 78.6 0 2D TO END BASEL NGM NGM 4·~ 8 3/8 . B. DEPTH 5 0/0 5 010 R;[GHT 452:J,.7.2 1.00 78.6. .Q 2D _4-8 318 --/--~-~~-:-----~ t*WEB DESI·G~** Si;t1EEL FY -5·0:00.0 •. PSI. ''M!INiE~iA3¥¥!~ : 2 ~ ~~~-: 1 ti~: _________ , _____ _ WEB NO DESCRIPTION 2 31 L 2 X 2. X.232 2D 27 L 2 X 2 X~188 3 22 L 2 X 2 X.137 4 2 7 L .. 2 X 2 X. 188 V2 2a L 2 X 2 X.137 5 ~4 Ll.-.1/2Xl-1/2X~ 115 i3 ~} £ . -~ ~ ~-~: l~~ GR 22 L 2 X 2 X.137 5R 14 Ll-1/2Xl~l/2X.115 V4 22 L 2 X. 2 X.137 4R 27 L 2 x· 2 X.188 3R 22 L. 2 X 2 X.137 '2DR 27 L 2 X . 2 X.188 4R 31 L-2 X. 2, x.·2.32 -~----~~---~~-------~-~--' ·**BRIDGING REQUIREMENTS.**. ~---~--~~--~---~--~~----- _ REQ . DEV. REQ, FILLET AVBL Q K K~/R·AX LOAD AX LOAD WEDD SIZE WELD SLOT 2 1.;00145.0 + 50104.+ 52451. 18.0X .188 19.8+ .OB 1 1.·00. 11E5.8 -71·69.-7846. 2.6X .188 5.2+ .O 2 1.00 ~0.2 -20040.-2167S. 9.9X .137 12.2+ .OB - 1 1.00 14~.0 + 16594.+ 2150-0. 6.0X .188 6.0+ .O 1 .1.00 .96.2. -4,787.-785:4 .• 2.4X .137 4.9+ .0 2 1.0.0 96.9 -.9957 .• -998-2. 5 •. 8X .115 13·.2+ ,OB 1 1.0·0 i45,0 + 9;175.+ 15'8-77. 4.5X .137 -6,.0+ .·O 1 1~00 96~2 -4787.-7a54. 2.4X .137 4.9+ .O . 11 •. 001.45.0· + 9'r7"5.+ 1587-7. 4.5X .137 6 .• 0+ .O 2 1.00: 96.9 -99-57.-9982. 5.18x .115 1a.2+ .on 1 1.00 96.2 ~ 4787.-7854. 2.4X .137 4.9+ .-0 11.00 146.0 + 16594.+ 21500. 6.0X .188 6;0+ .O 2 1.00 . 60.2 -20040.~ 21679. 9.9X .137 1·2.2+ .OB 1 1.0-0 116.8 ~. 7169.-7846. 2.6X .188 5~2+ .O 2 1.00 145,.0 + ·501·d4.+ 52451~ 18.0X .188 19.8+ .OB TC RYY =· 1.837, BCRYY = 1.628, ylLEN/(TC R'~:Y) ;:: 258.8~9 ~i~~~!~G~~ii6¥NG siiiig~DFIT 19 .·813 FT FOR i ROW(S) OF H-B IDGING. ~------~---~-~----~------NOTE: END .PANEL SHO~TENED TO AD.JUST FOR TOP CHORD BENDING. . t. __ , '• -• • -...... :<I\', •'. •.· • .::,_ •• -t --· . :_·, ·:. -. ::-. . :· ..,. • ~ ' ' " --.. '1. •• ~· ••• ~..:· ._ • - ... ,. ~ ... ' ... ~ ..... : ..... ·;_, -. -~ ..... ~ .. -~ ....... . . .. . . . . . . . I ·.··· ;•:·, \If•·· \.l}t. >'; ;.·· ·:Bttr,·: ,· · ·• ..•...•.....•• • ·~ •. : · .·· •.. ·.· .• ••• .... _, ·. • ..•.. -.·.· ··• · · .. ·•. · .. PURITAN-BENNETT 94-9-432 LIST 14 T17 40LH2520 • May 22, 1990 36' 011 - -----------------------------~--------------------------------------~----~----** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES 40.00 36-0 0/0 17.8 .93 TL .22 LL **LOAD CRITERIA** TOTAL LOAD= 2520. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Lt240 **TCX/CANT LOAD CRITERIA** L TCX LOADS: UNIFORM= 2772. PLF. R TCX LOADS: UNIFORM= 2772. PLF. **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 35.6667 5-2 0/0 5-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-2 0/0 5-2 0/0 DEPTH . DEPTH DEPTH LEFT CENTER RIGHT 40 0/0 37 7"/8 40 0/0 37 7"/8 40 0/0 37 7"/8 ~ACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 6300.0 37.837 2 -.631 2 8925.0 37.837 Vl .ooo 3 7140.0 37.837 3 1.513 4 9030.0 37.837 4 -.880 5 9030.0 37.837 V2 .ooo 6 .9030.0 37.837 5 .880 7 9030.0 37.837 6 -.880 8 9030.0 37.837 V3 .ooo 9 7140.0 37.837 6R .880 10 8925.0 37.837 5R -.880 11 6300.0 37.837 V4 .ooo 12 .o .000 4R .880 13 .o .000 3R -1.513 14 .o .000 V5 .000 15 .o .000 2R .631 LEFT RIGHT VAR DIM VAR DIM INTERIOR PANELS 2-1 0/0 2-1 0/0 3 AT 7-2 0/0 TCX LEFT TCX RIGHT o-6 0/0 0-10 0/0 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 72439.3 61273.1 .o 8925.0 61273.1 .o 35615.4 .o 80906.6 + 34173.5 106562.0 .o 9030.0 106562.0 .o 20504.1 .o 121955.2 + 6834.7 127086.2 .o 9030.0 127086.2 . 0 + 6834.7 .o 121955.2 20504.1 106562.0 .o 9030.0 106562.0 .o + 34173.5 .o 80906.6 35615.4 61273.1 .o 8925.0 61273.1 .o + 72439.3 .o .o " .• -.... ·; •. . . ',: 'PURITAN-BENNETT · May 22-, 1990 , . 94~9;_ 432.,. LIST .14 T17 ----------·------**CHORD DESIGN** STEEL FY = 50000·. PSI ----------------AXIAL AXIAL MOMENT· STRESS RATIO UNI LOAD BENDING STRESS 19899.3 73·25. 7 BENDING COMBINED LEND LEND Ii VAR L VAR PANEL PP 9249. 7 • 3-083 -69795. O RATIO .6633 .2740 .6633 .1118 .3075 .0666 .1118 .6633 .2740 .6633 RATIO .9716 .7433 .97.16 .4554 .9470 .8137 • 4·554 .9716 .7433 ~-9716 PANEL MP · 9249. 7 •. 4693-62824. 3 PANEL PP 92·49. 7 • 3083 -69795 •. O j INT '. INT Ri VAR R VAR REND 1~ END PANEL MP 924~. 7 . • 3436 -11584. 4 PANEt PP 19184'. 8· • 63·95 ..;.32·357. 5 19899.3 3302.8 9·225. 5 1886.5 3302.8 PANEL MP 19184.8 .7472 16178.8 PANEL MP 924·9.7 .3436 -J.1584.4 PANEL PP 9249. 7 • :3"083 -69795. O 198:99. 3 7325.7 19899.3 PANEL MP . 9249. 7 • 46.93 62.824. 3 PANEL p;p 9~4·9. 7 • 3083 -6979:5 .·O SEC DESCRIPTION AXIAL. LOAD · K KL/.R TC 61 L 4 X 4 X.·438-12.7-0'86. ..75 41.1 I FLRS 3891.6DEV 0 728.7REQ O 2040.3REQ TL LENGTH 37-4 0/.0 27-8 1,2 B'C 54 L3-1/2X3-1/2:x;~ 344 121955. 1. 00 124. 9 SEC DESCRIPTION . AXIAL.STREss· CBRMP II BC 54 L3-1/2X3-1./2X. 344: . 27752. • 9251 BOTTOM CHORD· EXT,ENSION == 1-0 1/4 . L/360 LIVE LOAD DEV = 3204 •. 3 PLF, I,!/240 TOTAL LOAD FOR. DEFL = 2520 •. O PLF •. ' ~r------~·---:-~-- LIVE LOAD DEV= 4806.5 PLF I **TCX DE$IGN** --------------BEARING I SEC L.61 . 61 TC BR TC BR BENDING MOMENT '4158. REQ S .139 DEV S 3.507 REQ .I DEV I • 0.26 9 •. 957 DEFL1 IN. I .050 I .083 LENGTH DEPTH o-6 0/0 5.00 o-6 ozo 'R 61 i1550. 61 ~~------~-------~---**END PANEL DESIGN** .• 385 3 •. 507 .119. · 9. 957 0-10 ozo 5.00 o-6 0"/0 :-------,~-·-!"---!-------AXIAL LOAD K ,LEFT ~IGHT 61273 .1 1 .• 00 61273.1 1.00 KL/R FLR WEB TO END BASEL NGM NGM B. DEPTH 76.~ 0 V 5-2 0/0 I 5 0/0 **WEa DE8IGN** STEEL F¥ ----~---------- -l • --~i: WEB NO DESCRIPTION' 2 46 L 3 X 3 X.281 Vl 25 L 2 X 2 X.163 B 2~ L 2 X 2 X.213 4 25 L 2 X 2 X.163 V2 25 L 2 · X 2 .X.163 5 25 L 2 X 2 X.163 '6 17 Ll-1/2Xl-1/2X.138 V3 25 L 2 X 2 X.163 · 6R 17 Ll-1/2Xl-1/2X.138 5R 25 L-2 X 2 X.16.3 V4 25 L 2 X ·2 X.163 '·4R 25 L 2. X 2 X.1£3 .3R 29 L .2 , x 2 x •. 213 V5 25 L. 2: X 2 X.163 ~R 46 L 3 .. X 3 X.28l ,·. l ·-- 76.5 0 V 5-2 0/0 5 O}O 50000 •. PSI. MIN YERT-SHEAR= 11235.0 LBS. Q2·· K 1.00 1. 1. 00. 2 1 .• 00 2 1.00 1 1.bo 2 1.00 ·2 1. 00 1 1.00 2 1.00 2 1.00 1 1 ~ 0.0 2 1.00 · 2 1 •. 00 . 1 1.00 2 1.db ;:-~ :· :1: .. _. :::: j . ~~8. R:E:AC5jzN = Rt~ 9 j~L£E~B_f VBL ·KL/RAX LOAD AX LOAD WELD SIZE WELD SLOT 76.6 + 72439.+ 96-422. 22J3X .218 18.5+ 7.2B 95;g ~ 9560.-9£40. 3J9X .163 4.9+ .O 57. a -3:56.15. -3·1.2.60. 12 Jax .1aa 13_. s+ . OB 92.3 + 34173.+ 37526. 14J1X .163 14.8+ :oB _9:5. 8 -.'96q5. -9640. -4, ox .163 4. 9+ • 0 72.5 -20504.-24777. 8.5X .163 14.8+ .OB 123.6. + 1_700,7.+ 236Q7. 8.1 1 3X .138 14.9+ .OB 95.8 -96,65 • ..,. 9640. 4.0X .163 4.9+ .O 123 •. 6 + 17007.+ 23697. 8.3X .138 14.9+ .bB 72.5 ~ 20504.-24777. 8.5X .163 14.8+ .OB ~5.8 -9665.-9640. 4.0X .163 4.9+ .O 92 .. 3' + 34173.+ 37526. 14.lX .163 14.8+ .OB 57~$ -35615 • .,. 37260. 12.8X .188 13.5+ .OB · 95.a -9560.-9640. 3.9X .163 4.9+ .O 76.6 + 72439.+ ~6422. 22.3X .218 18.5+ 7.2B '---· · .. •'·'. ·:·,' •• ... , . -. -·-. . . - ., .. --, . -·· ---.t-: ··. -... :' -PURITAN-BENNETT. 94-9-432 LIST -14 Tl7 • **BRIDGING REQUIREMENTS**~ ------------------------- • May 22, 1990 TC RYY = 2.065, BC RYY = 1.849, WLEN/(TC RYY) = 207.310 WORKING LENGTH= 35.667 FT BRIDGING SPACING DEVELOPED AT 17.833 FT FOR 1 ROW(S) OF H-BRIDGING. PURITAN -BENNETT 94-9-432 LIST 15 T36 40LH1080 • May 22, 1990 39' 311 • ----------------------------------------------------------------· -------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS DEPTH BS LENGTH 40.00 39-3 0/0 **LOAD CRITERIA** BRIDGING SPACING 19.5 LEFT END RGHT END STANDARD STANDARD TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Lt240 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH VULCRAFT ENG DEPT** ACTUAL DEFL INCHES 1. 08 TL .60 LL TOTAL LOAD KIPS .360 LIVE LOAD KIPS .ooo MOMENT DISTANCE 11-7 1/2 PROXIMITY IN INCHES .oo FROM LOAD SUPPORTING PP TO PP WEB MEMBER TC 4 4 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 38.9167 5-0 0/0 6-6 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-0 0/0 4-11 1/4 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/0 38 1,4 40 0/.0 38 114 40 0/.0 38 114 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 2610.0 38.309 2 -.661 2 4252.5 38.309 Vl .ooo 3 3577.5 38.309 3 1.050 4 4230.0 38.309 4 -.891 5 3870.0 38.309 V2 .ooo 6 3870.0 38.309 5 .891 7 3870.0 38.309 6 -.891 8 3870.0 38.309 V3 .ooo 9 4511.3 38.309 6R .891 10 5152.5 38.309 5R -.891 11 2576.3 38.309 V4 .000 12 .o .000 4R .891 13 .o .ooo 3R -.995 14 .o .000 2DR 2.043 15 .o .000 2R .504 RIGHT LEFT VAR DIM 3-0 1/2 VAR DIM INTERIOR PANELS 3-2 1/2 3 AT 7-2 0/0 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 33855.7 28249.8 .o 4252.5 28249.8 .o 19898.6 .o 41976.0 + 16279.2 54131.0 .o 4230.0 54131.0 .o 9·920. 2 .o 61538.1 + 4102.5 64601.2 .o 3870.0 64601.2 .o + 1715.3 .o 63320.5 7533.0 57695.9 .o 3870.0 57695.9 .o + 13350.8 .o 47727.4 18986.8 34268.4 .o 5736.5 36790.3 .o + 41199.9 .o .o ,, ,' •,. '\ ~· ~ ' : ... , • ' '· i. _, •. ;.,·,,·, ",'' ' t ' .... , ,,' • ' ' ~ •• ' ' ' ~ . ' . . . ,~ - ' ~ ' ', ' ,-' : : ~ : ~ ' ; ' ' · PURITAN -. BENN'ETT . ·94 ... ;,9 ... 432 . LIS.T . 15 . . 'T36 · . · May-·22 ;. 1990. -~--~----~------**.CijORI;> DES;i;GN*·*. STEEi. FY·,; 5000o· •. PSI AXIAL AXIAL MOMENT STRESS RATIO .UN'I LOAD L 1 ENI:> PANEL PP 733·1. 4 .'2444 -27554. 7 L, END PANEL MP 73·31.4 .4125 2532·1.6 L VAR PANEL PP 7331 .• 4 • 2444· -27554. 7 L 1VAR PANEL MP 7331.4 .3.187 -908.9 INT PAN-EL :pp 1676·5. 3 • 5588 -13867. 5 INT PANEL .MP 167'65. 3 • 7'018 . 69.33. 8 R VAR PANEL MP 88·93. 4 • 4948 12029. O R VAR PANEL. PP 8893. 4 • 2964, -32368. 3 REND PANEL. MP 9547. 8 .'5312 224·64. 3 REND PANEL PP 9547. ~ • 3183 -32,3"68. 3 '' • BENDING STRESS 15210·. 8 '5465.8 15270.8 503.7 7685.4 1496.7 2-596. 5 17938.5 4849.0 1793.8.5 BENDING RATIO .5090 .2126 .5090 .0182 .2562 .0557 .1015 .5979 .1949 .5979 COMBINED RATIO .7534 .6252 .7534 .3369 .8150 .7575 .5962 • 8,944 .7261 .9162 SEC DESCRIPTION AXIAL LOAD K KL/R I FLRS LENGTH 39-3 0/.0 29-2 1,2 TC 51 'L3-1{2:X3-1/2X. 2.87 64601. • 75 46. 6 BO 38 L2-1/2.X2-li'2X.230 63321. 1.-00 17-4.6 2057. 7DE I 0 946.6REQ O 1145.8REQ TL SEC DESCRIPTION AXIAL STRESS CBRMP Be· 38 L2..-1ri·x2-112x. 230 . _ 29442. • 9814 BOTTOM: CHORD EXTENSION = 0-8: 3/4 L/3·60 LIVE LOAD DEV = 1304. 3 PLF, L/240 LIVE . I TOTAL LOAD FOR DEFL = 1089.4 PLF. LOAD DEiV = 1956.4 ]?LF TO END BASEL . NGM jGM B. DEPTH --------------------**END PANEL DESIGN** ~;;;-iiij~;~~~~--~~~-0 · RIGHT .36790. J 1. 00· KL/R, FLR 83.9 0 8.2. 8 . 0 ~~---~----:i--.----*~WEB BES:i:GN** STEEL FY -50000. ~-----~--,-~~~- WEB NO ·2· 25 Vl 22 3 22 fl .27 · V2 22 5 14 6 22 v·3 22-·6R 22 5R 14. V:4 22 4R 25 3R 22 2DR 22. 2R 27 DESCRIPTION L 2 . X 2 X.163 L 2 X 2 X~137 L 2 X 2 X.137 L 2, X 2 X.188 L . 2 . X 2 X. 13-7 Ll-1/2Xl-1/~X.115 L 2 X 2 X.137 L 2 X i2 X.137 L 2 ··.X 2 X.137 Li-~/~Xl-1/2X.115 · L 2 .. X. . 2 X. 137 L 2 X 2 X.163 L 2 X. 2 X.137 L '2 .· X · 2 X •. 137 t. 2 X 2 X.188 -~~--------~-~-----------*-*BRJ;DG:J:NG REQUIREME·N.TS** ---------------------~--- Q K 2 1.00 1 1.00 2 1.00 1 1.00 1 1.00 2 1.00 1 1 .. ·00 1 1.00 1 1.00 2 1.00 1 1.00 11.00 2 1.00 1 1.00 2 1~00 WEB V 20 . 5~ 0 0/d 5 0/.0 4-11 li'4 5 0/0 PSI. MIN VERT SHEAR= END REACTION= REQ DEV KL/RAX LOAD AX LOAD 112.0 + 33856.+ 375·26. 96.6 -4576.~ 7825. 66.7 -19899.-20724. 146.3 + 16279.+ 21500. 96,. 6 -4553. -7·82.5. 9 7 • 0 -9 9 2 0 • -9.9 6 4 • 145~2 + 7993.+ 15877. 96.6 -4193.-7825~ 145.2 + 7993.+ 15877. 97.0 -7993.-9964. 9~.6 4193.~ 7825. 145.7 + 13351~+ 18763. 68.4 ~ 18987.-20454. 107.5 -6096 .. -6755. 137.9 + 41200.+ 42999. 5317.3 LBS. 21269.0 LBS. REQi FILLET AVBL . WEL'D SIZE WELD SLOT 14.pX .163 16.2+ .OB 2.~x .137 4.9+ .o 9.~X .137 lQ.1+ .OB 5.~x .188 6.o+ .o 2.QX .137 4.9+ .O 5.~X .115 10~5+ ·ioB 3.j9X .137 6.0+ .O ~2.~X .137 4~9+ .-0 3 • ~x • 13 7 6 • o+ . • o 4.~X .115 l0i5+ .OB 2.qx .137 4.9+ iO 5.:5X .163 6.0+ .O 9.~X .137 10.2+ .OB 3.px .137 4i9+ iO 14.8X .188 17.4+ .O.B T.C RYY = 1 .• 837, BC RYY = 1. 435, WLEN/ (TC RYY) = 254. 271 WORKING LENGTH. == 3 8 • ·91 7 FT . :j3If[DGING: SPA;GING STAN.OARD AT 19.,458 'FT FOR .1 .ROW(S) ,OF H-BR1 DGING. 'NOTE;---TC--GOVERNED-·BY~Eip P~i-:JEL .D~SIGN l •• ,·. I '• •: ·. . . ' .: ... -~ .. ,. ', ' • • -'""I<• '~ • f ~ •• , • • ' ' . .' .· ... I •·• ..:-.. ,. '' ,, .. ' '·:,'·-:.·.: . \·: .-,.:-·. ,· .. : . ' ' -~ -.:~ ' . ' , ''" ' -' :\ ' ~- ' "':. -~ •• ' ~-• 0 4•• :i ' .. ''' PURITAN -BENNETT 94-9-432 LIST 15 T37 40LH1380 • .May. 22, 1990 39' 3 11 • --------------------------------------------~-------------------------------~-** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 39-3 0/0 19.5 1.10 TL .48 LL **LOAD CRITERIA** TOTAL LOAD= 1380. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH ----------------------TOTAL LOAD LIVE LOAD KIPS KIPS TC . 360 • 000 MOMENT DISTANCE 11-7 1/2 PROXIMITY IN INCHES .oo FROM pp 4 LOAD SUPPORTING TO PP WEB MEMBER 4 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED-- LEFT RIGHT WK LENGTH END PANEL END PANEL 38.9167 5-0 0/0 6-6 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-0 0/0 4-11 1/4 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/0 38 1 18 40 0/0 38 11 8 40 0/0 38 118 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 3335.0 38.156 2 -.658 2 5433.8 38.156 Vl .ooo 3 4571.3 38.156 3 1.045 4 ,5305.0 38.156 4 -.887 5 4945.0 38.156 V2 .ooo 6 4945.0 38.156 5 .887 7 4945.0 38.156 6 -.887 8 4945.0 38.156 V3 .ooo 9 5764.4 38.156 6R .887 10 6583.8 38.156 5R -.887 11 3291.9 38.156 V4 .ooo 12 .o .ooo 4R .887 13 .o .000 3R -.991 14 .o .000 2DR 2.035 15 .o .000 2R .502 LEFT RIGHT VAR DIM VAR DIM INTERIOR PANELS 3-O 1/2 3-2 1/2 3 AT 7-2 0/0 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 43252.7 36134.6 .o 5433.8 36134.6 .o 25377.0 .o 53676.6 + 20741.5 69190.9 .o 5305.0 .. 69190.9 .o 12748.6 .o 78726.6 + 5298.2 82689.6 .o 4945.0 82689.6 .o + 2'152.3 .o 81079.7 9602.7 73897.1 .o 4945.0 73897 .1 · .o + 17053.2 .o 61141.6 24268.0 43904.6 .o 7335.7 47139.9 .o + 52747.3 .o .o ,• .. ~) :· ·· .• -".-. . ~ ' . ', . . --·· PURITAN -BENNETT -.94-9--432· -LIS.T -15· T.37 ----~-----~------ ·May ~-2 ,· 1990 · ~*CH0RD I)E:SIGN** STEEL FY -50000. PSI ---------~~----- LEND PANEL PP L. END PANEL MP ·Li'VAR PANE:fu PP LL V'kR PAN-EL-MP INT PANEL PP INT PANEL.MP R VAR .PANEL MP R VAR PANEL PP REND PANEL MP R END ):>~E;:L PP· AXIAL STRESS 7890.8 7890.8 7890 .-8 78-Q0 .• 8 18057.1 180'57 .1 9587.6 9-587. 6 10_294 .1 lO~a-94 •. 1 SEC DESCRIPTION ~C 54 L3~1/2X3-1/2X.344 BC 43 L ~ X 3 X.~50 -AXIAL MOMENT RATIO UNI LOAD .2630 -352'08. 7 • 43-4a 3_2355. 3 • 2 63 0 -3·5-2 08:. 7' .3305 -1161.4 .-6019 -17719'. 6 • 7271 -8859. 8 .5219 15370.4 • 3196 . -413-59. 5 • 5'604 28'704. 4 ,.34-3-1 .,..413;59. 5 A'.Xj:A-L_ LOAD K , K'f_i/R 82690. .75 46.9 81080~ 1:-00 145i2 BENDING BENDING STRESS RATIO 16525~3 .5508 6089.6 .2286 16525.3 5508 545.1 :0189 8'316.7 .2772 1667.5 .0596 2892.8 .1092 19412.2 .6471 5482.4 .2105 1941'~ • 2 • 6 4 71 I FLRS COMBINED RATIO .8139 . :.6635 • 813.9 .3494 .8791 .7868 .6311 .9667 •. 770,8 .9902 LENGTH 39--3 0 J.O 29-6 0/0 SEC -BC: 43 DESCRIPTION _ AXI~L_ S.';t':RE$S· CBRMP L 3 X 3 X.250 28762. _ .9587 2579.lDEV O 946~6RE(2 O 1460.7RE(2 TL I l BOTTOM :CHORD EXTENS'l;ON :;=: 0-1'0. 1[2 . L/3q0 LIVE LOAD DEV = 1·634~8 PLF, L/240 LIVE TbTA:i:.. LOAD FOR DEFL = .1388. 8 PLF_. _ LOAD DEV= 2452.2 PLF ' ---------------------. . . . - **ENO PANEL DESIGN** --~-----------------AXIAL LOAD K K~/~--FLR WEB TO ·END .BAS·EL NGM NGM B. DEPTH LEFT 36134.6 1 .• 00 8.4.3. 0 V 5~ '0·0/.0. --I 5 0/.0 ~:~~: ___ !?::~~.:9 1.00 '83.2 o 2D 4--11 -ll4 5 oyo **WEB DESIGN** STEEL FY= -50000. PSI. MIN VERT SHEAR= 6776.6 LBS. ---END REACTION== 27;106.5 LBS. -~------~------- WEB NO DESCRIPTION 2 2 7 L 2 -X 2 X. 1:8 8 Vl 22 L 2. X 2 x.-137 3 2,5 L 2 X 2 X.163 4 17 Ll-1/2Xl-1/2X.138 V2 2;2 L 2 X 2 X. 13 7 § 18 Ll.,.1/2Xl-1/2X.145 6 25 L 2 X 2· X.163 V3 -·22 L 2 x· 2 X.137 6R 2-5 L ···2: X . 2 x .• :1-6'3 SR 17 Ll-1/2Xl-1/2X.13a V4 22 L.~ 2· X 2 X.137 4R 14 L1~112x1-112x~115 3R 2 5 L 2 X 2 X ;16 3 2DR 25 L -2 X 2 .. X.163 ;2R 31 1' 2 X 2. -;x. 23,4 -· ;~iiRrbGrNG~RiQuriiii.iiis;; --~--~-----------~~-~-~-- .. REQ DEV REQ FILLET AVBL _ Q: K KL/RAX LOAD AX LOAD WEThD SIZE. WELD SLOT 2 !l.00 11:~·.,5 :+ _4.32.53.+ 42~'Q9. 15.5X .1-88 16.5+ .OB 1 a:.-oo 96 .•. 2 ~ 5847.-7861. 2.9X .137 4.9+ .o· 2 1.00 ·66.8 -25377.-25977. 10.5X .16.3-12.5+ _.OB 2 1.00' 12:4~1 + 2,0741:+ 2:3.697. 10.lX .138 13.1+ .OB 1 1.00 96.2 __ 5718 .• -7861. 2.8x .137 4.9+ .o 2 1 .• 00 97.4 -1274-9~-12670. 5.9X .145 13.1+ .OB 1 1..00 145.5 + 102'10.+ 18763. 4.2X .163 6.0+ .o 1 1:,0.0, 96:. 2. -53.58 .• -7861. 2. 6X .137 4·. 9+ • O 1 1~00·· '145.5 + 102·1-o .• + 18763': · 4.2X .163 6.0+ .O _ 2 -1.00 97 •. 3 -1021·0-.-12097. 5.0X .138 13.1+ .OB ½ l:8:g l~f:j + 1~5~~:·+ 1i~-8~: 1~:8~ -:iib 1i-:it -:8B 2 1.00 -~8 .• 6 -24268 ..... 25607. 10.ox .163 12.6+ .OB 2], 1.00· 107.6 --779'.6.-8057~ 3.2X .163 4 •. 9+ .p _l.0.0 139-.1 + _52747 .+. 524.51. 18. 9,X .188 .18. 8-:1-3. 6B TC RYY = 1. 849 BC RYY = 1. 633, WLEN/ (TC RYY) -252. 611 I WORKING LENGTH b 38. 917 FT _ _ _ --· . ---~~:~~:~~-~:~~!~~-~!~~~~ A'].:1-19~458 FT FOR 1 ROW(S) OF H-B IIDGING. N.OQ:1E :_ T.C' Gov:a:~·ED ,BY, __ END PANEL OE$IGN -. ---~--. . ~. . .... :: _.,,' . j. ~· • :' • • -·.. -,.: . ··:.: .. ,;. ' . ' , ,. -.. -... >:., _:_, ... ... ,, ... ·. .. -.:,. -,. . ...... : ' ." ,,,_': ,~,-; ;', < • " • -4,.• .. ,• ' ,,' ,: • I, ' ·,9,-,. • • . PURITAN -BENNETT -May 22, 1990 94-9-432 LIST 15 T38 ----------40LH1380_ ------~~~-11-1/2 11 -------------------------------_ ---. __ _ ** LONG SPAN JOIST DESIGN REQUIREMENTS** -sJI SPECS VULCRAFT ENG DEPT** BRIDGING DEPTH BS LENGTH SPACING 40.00 39-11 1/2 19.8 **LOAD CRITERIA** LEFT END RGHT END STANDARD STANDARD TOTAL LOAD= 1380. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH ACTUAL DEFL INCHES 1.15 TL .50 LL TOTAL LOAD KIPS .360 LIVE LOAD KIPS .000 MOMENT PROXIMITY FROM LOAD DISTANCE IN INCHES PP TO PP SUPPORTING WEB MEMBER TC 11-11 3/4 .oo 4 4 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED----------------------LEFT RIGHT WK LENGTH END PANEL END PANEL 39.6250 5-6 0/0 7-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-6 0/0 5-2 1/2 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 40 0/.0 38 118 40 0/0 40 0/0 (ACTUAL) 38 ll8 38 ll8 (EFF) **TRUSS ANALYSIS** ------------------EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 3680.0 38.145 2 -.596 2 5678.1 38.145 Vl .ooo 3 4470.6 38.145 3 1.098 4 5305.0 38.145 4 -.887 5 4945.0 38.145 V2 .ooo 6 4945.0 38.145 5 .887 7 4945.0 38.145 6 -.887 8 4945.0 38.145 V3 .ooo 9 5821.9 38.145 6R .887 10 6828.l 38.145 5R -.887 11 3478.8 38.145 V4 .ooo 12 .o .000 4R .887 13 .o .ooo 3R -1.038 14 .o .ooo 2DR 1. 774 15 .o .000 2R .465 LEFT VAR DIM 2-10 3/4 RIGHT VAR DIM 3-0 3/4 INTERIOR PANELS 3 AT 7-2 0/0 AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 46709.3 40123.4 .o 5678.l 40123.4 .o 24668.5 .o 56736.3 t+ 20742.9 72253.6 .o 5305.0 72253.6 .o 12748.7 .o 81790.7 + 5297.1 85753.3 .o 4945.0 85753.3 .o + 2154.6 .o 84141.5 9606.3 76955.3 .o 4945.0 76955.3 .o + 17057.9 .o 64194.6 23803.0 47679.6 .o 7838.1 51528.2 .o + 56830.5 .o .o " l • . PURITAN -BENNETT. :94-9-432 ~IST 15· T38 . . . . ----------------·**CHORD DESIGN** STEEL FY . -. ---------------- LEND 'PANEL PP LEND PANEL MP L. VAR PANEL PP L. VAR PANEL MP ; INT PANEL PP INT PANEL MP R VAR PANEL MP R VAR PANEL PP REND PANEL MP REND PANEL ~p- AXIAL STRESS 80-75.1 8075.1 8075.1 8075.1 17258.5 172·58. 5 _9595~ 9 9595.Q 10370.5 10370. 5 SEC DESCRI.PTION TC 1;3C 57 L3-1/2X3-1/2X.375 43 L 3 X 3 X.250 SEC DESCRIPTION May 22, 1990 50000-. PSI AXIAL MOMENT RATIO UNI LOAD • 269.2 -·43018. 4 • 4-970 3933·5. 2 •. 2692 -43018. 4 .3329 -3060.2 .5753 :-177t9.~ • 6954 88,59. 8 • 5321 15·388. 2 • 3.199 -45109 .1 •. 597:8 3.2478 .• 6 • 3457 -4·5109 .1 AXIAL LOAD K KL/R 85753 •.• 75 47.0 B4142. 1.00 145,2 • ~· -" BENDING ~'I'RESS 18671 •. 1 6953.7 18671.1 1328.2 7690.8 1566.2 2'720-. 3 BENDING RATIO .i5224 .2704 .6224 .0459 • 2:564 .0559 .1034 19578.6 ·5741.6 l 19578.6 265~. lDE1 .6526 • .2293 .6526 FLRS 0 0 TL 999.2RE~ COMBINED RATIO .8915 .7674 .8915 .3787 .8316 .7512 • 63'.54 .9725 .8270 .9983 LENGTH 39-11 1/.2 29-2 1,2 BC AXIAL.STRESS 29827. 43 L 3 X 3 X.250 BO.T-TOM CHORD EXTENSION L/360 LIVE LOAD DEV =· . TOTAL LOAD FOR DE-FL = i59~:f 0p£t~ 1388.8 PLF. CBRMP .9942 1542.0REF I DEV= L/24_0 LIVE LO~D 2394.2 PLF ~-----~----~--------**END PANEL DESIGN** -!..-------"'!'---:..-:.. ______ _ , . AXIAL LOAD K L£FT 40123.4 1.00 RIGHT 51528.2 1.0Q .KL/R FLR WEB TO5E_No6-. ;130A/.·S0EL NGM NGM B. DEPTH 93. 2 0 V I 5 0 /. 0 88.1 O ZD 5-2 172 5 o,o ' ' ' ' --------------. . ' *'*WEB DESIGN** ST~EL FY= 50000. PSI. MIN VERT.SHEAR= 6898.5 LBS. . -' --------------- WEB NO DESCRIPTION . . 2 29 L 2 X 2 'X. 213 ' Vl 22 L 2 X .2 X.137 ·3 25 L 2 ·x 2 x:163 4 17 Ll-l/2Xl_.,..l/2X-.138 V2 22 L 2 X Z X.137 5 18 Ll-1/2X1-1/2X.145 ·6 25 L 2 . X' -2 X.163 f3 22 L 2 X 2 X.137 ,GR 25 L -2 X .2 X .• 163 5R 17 Ll-l/2Xl-1/2X~l38 iV4 22 L 2 X · 2 X'.137 4R 14 Li-l/2Xl-l/2X .• 115 : 3R 2 5 L 2 · X 2 X. 16,3 2DR 27 L 2 X 2 X.188 -~~-~:-~~:~L~~~:~l~~.:.~~~- .t~BRJ;DGING R:e:QUIRE;MENTS~* · END REACTION= 2V593.9 LBS. REQ DEV REQ FILLET AVBL . Q2 · K KL/R ~:X LOAD, AX LOAD WEf'D SIZE WELD SLOT 1.00 121.4 + 46709.+ 48398. 16.8X .188 17.0+ .OB 1 1.·00 96 .• 1 -6107.-. 7864. 3LOX .137 4.9+ .O 2 1.00 65~3 -24668.-26290 .• 10L2X .163 12.4+ .OB 2 1.-0-0 li4.1 + 2-0743.+ 23697. lOLlX .138 13.l+ .OB 1 1~00 96.1 5734.-7R64. 218X .137 4.9+ .-0 2 1.00 97~4 -1274~.-12672. 519X .145 13.1+ .OB 1 1.00 145.5 + 10395.+ 18763. 413X .163 6~0+ .O 1 1.00 .i., 96.1 --5374.-78.64. 216X .137 4.9+ .• 0 1 1 .• :00 14.5.5 + 10395.+ ·1876-3. 413X .163 6·.o+ .O 2 1.00 97.3 -10395 • .,. 12099. 5J1X .138 13.1+ .OB 1 1.00 96.1 -5374.-_786·4. 2J6X .137· 4.9+ .O 2 1.00 123.2 + 17058.t 19907. lOJOX .115 13.1+ .OB 2 1.·00 67.0--23803.-25934. 9J8X .163 12.·5+ .OB 1 1.00 ·111.2 -· 83:30.-8655.. 3JOX .188 5.0+ .O 2 1.00· ·117.5 + 56·831·.+ 71250. 20J4X .188 ;I.8.4+ 7.113 TC-RYY-:--;::~55~--B~-RYY-: 1.633., WLE.N/(TC RY:Y) = 256.286 WORKING LENGTH= 39.625 FT . ~f!~~!~~-~:~~!~~-~!~~~~~ AT· 19 .• 813 FT FOR . 1_ ROW(S) OF H-BRIDGING. NOTE:· TC GOVERNED BY END PANE4 DESIGN 1 ' I•'' "" . . -~-~ ~• I ' ,: ,, "i . ' ..... ' ~~ .: f -~· : ... · '. ' ,: .-, .•·-.. '\ ., . ; -:'\· t .~ ": .• ,, . • • • < •• ; ...... __ ... :· ', . ·---···.!. • ; .. • .,, • -• -=.-~. -•• • • • :; .• --~:. ': ~ . -• • t --~ • • PURITAN -BENNETT 94-9-432 LIST 15 .May 22, 1990 T39 40LH1380 39' 11-1/211 ------------------------------------------------------------------------------** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH DEVELOPED STANDARD STANDARD INCHES 40.00 39-11 1/2 19.8 1.17 TL .46 LL **LOAD CRITERIA** TOTAL LOAD= 1380. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS L1240 ** CONCENTRATED LOADS** FROM LEFT END BASE LENGTH TOTAL LOAD LIVE LOAD MOMENT PROXIMITY KIPS KIPS DISTANCE IN INCHES TC 2.000 .000 7-11 3/4 .00 TC .360 .ooo 11-11 3Z4 .oo TC 2.000 .000 15-11 314 .00 -------------------- FROM pp 3 4 5 LOAD SUPPORTING TO PP WEB MEMBER 3 4 5 **BASIC DIMENSIONS** NOTE: SPECIAL DIMENSIONS DEFINED----------------------LEFT RIGHT LEFT RIGHT WK LENGTH END PANEL END PANEL VAR DIM VAR DIM INTERIOR PANELS 39.6250 5-0 0/0 5-0 0/0 2-11 3/4 2-11 3/4 3 AT 8-0 0/0 LEFT TC RIGHT TC END PANEL END PANEL 5-0 0/0 5-0 0/0 DEPTH DEPTH CENTER RIGHT DEPTH LEFT 40 0/0 38 118 40 0/0 40 0/0 (ACTUAL) 38 118 38 118 (EFF) **TRUSS ANALYSIS** EFF WEB WEB pp LOAD-LBS DEPTH MEM SLOPE 1 3335.0 38.133 2 -.657 2 5390.6 38.133 Vl .ooo 3 6815.6 38.133 3 1.067 4 5880.0 38.133 4 · -. 794 5 7520.0 38.133 V2 .ooo 6 5520.0 38.133 5 .794 7 5520.0 38.133 6 -.794 8 5520.0 38.133 V3 .000 9 4815.6 38.133 6R .794 10 5390.6 38.133 5R -.794 11 3335.0 38.133 V4 .ooo 12 .o .000 4R .794 13 .o .000 3R -1.067 14 .o .000 V5 .ooo 15 .o .000 2R .657 ·AXIAL LD AXIAL LD AXIAL LD IN WEB TOP CHORD BOT CHORD + 49268.3 41167.5 .o 5390.6 41167.5 .• o 29711.8 .o 61488.7 + 23889.6 80193.8 .o 5880.0 80193.8 .o 14436.8 .o 91497.6 + 2347.5 93335.7 .o 5520.0 93335.7 .o + 6526.5 .o 88225.6 15400.5 76167.2 .o 5520.0 76167.2 .o + 24274.6 .o 57160.5 27298.6 38489.9 .o 5390.6 38489.8 .o + 46063.7 .o .o .>: .• " PURITAN. -BENNETT . . . · · ·94-9-432 LIST 15 T39 ---~------------ May _22, 1990. ·:A· . .,, ~*CHORD DESIGN*·*· STEEI,i FY =· 50000. PSI ' . ' ----------------"' . . ,' lb END PANEL PP LEND PANEL MP L VAR PANEL·PP L VAR PANEL MP. i INT PANEL PP INT PANEL MP R VAR PANEL MP RVAR PANEL PP REND PANEL MP ~ END PANEL PP SEC · AXIAL STRESS 8285.3 8285.3 828.5. 3 8285: .• 3 18784.5 18784.5 7746.4 7746.4 7746.4 7746.4 AXIAL · MOMENT BENDING RATIO UNI LOAD .STRESS • 27·62 -34.574. 3 1500(5. 2 .4575 ~2615.3 5765~7 •. 2762 ..,.34574. 3 15006. 2 • 3448 -3·389. 4 1471.1 ~62p2 -22080.0 95S:3.3 .783~ 11040.0 195i.7 • 32'24 -3389. 4. 1471.1 •. 2582 .,.34574_3 15006.2 .4277 ~2615.3 5765.7 .2582 ~34574.~ 15006.2 i BENDING RATIO .5002 .2182 .5002 .0510 .3194 .0715 .0508 .5002 .2162 .5002 TC 57 BG 46 DESCRIPTION AXIAL LO~D· K . KL/R I I L'3-l/2X3.,.1/2X.375 · 93336 •• 75 52.4 2846.5DEV L 3· -x· 3 X. 281 91,4.9.8. 1. 00 162. 5 999. 2RE:Q FLRS 0 0 TL __ _ _ 1677. 8RE'Q ' ' SEC B'.C 4'6 L 3 X 3 X. 281 29040. • 9680 COMBINED RATIO .7764 •. 6757 .7764 .3958 .9456 .• 8551 .3732 .7584 .6439 .7584 LENGTH 39-11 1/.2 31-8 1y2 D,ESCRIPTION AX:J:AL STRESS . CBRMP I BOTT.OM CHORD EXTENSION = 0-10 1/2 . . L/'~60 LIVE LOAD DEV = 1709. 2 PLF, L/24·0 LIVE LOAD Dr· V = 2563. 8 PLF TOTAL LOAD FOR DEFL = 1511. 2 PLF ., -~-----~---------~--*(*END PANEL_ DESIG1'l** -~------------------1 AXIAL LOAD -K K~/R . FLR WEB TO_ END BASEL NGM NGM B. DEPTH LEFT -41167.5 1.00 8.4 4 -o v 5-o 010 \ 5 01.0 ~!~~:---~~~~~.:_ 8' l,~ 00 84 :.4 0 V _ 5-0 0"/0 _ . 5 0'"/0 *-*WEB DESIGN*~ STEEL FY --50000. PSI. MIN. VERT SHEAR= i7600.4. LBS. -!~----,-;._-~ __ ;.___ -' ~i8 EEACfii~N = Ri84 ililE~~KVBL WEB NO DESCRIPTION Q K KL/RAX. LOAD AX LOAD WELD SIZE WELD SLOT '.2 31 L 2· X 2 X-.232 _2 1.00 113.6 + 4·92·68.+ 52451. 17L7X .188 16.3+ 3.6B Vl 22 L 2 X 2 X.137 1 1.00 96.1 -5857.-7~66. 2L9X .137 4~9+ .o ·3 27 L 2 X 2 X.188 2 1 •. 00 66.4 -29712.-30959·. 10L7X .188 12~3+ .OB 4 17 ~1~1/2Xl-1/2X._138 2 1.00 132.3 + 23890.+ 23697. 11L7X .138 13.4+ .OB ~2 22 L 2 X 2 X.137 .1 1~00 9~~1 --6347.-7866. 3L1X .137 4.9+ .O ~ 2a L 2 X 2 X.137 2 1.00 77.3.-14437.-19050. 7L1X .137 13.2+ .OB 6 . 29 L .2 X 2 x .. 21-3 1, 1-.00 156.2 + 12218.+ _24199. 414X .188 6.3+ .·o - ~3 22 L 2 X 2 X.13~ 1 1.00 96.1 -~987.-"7866. 219X .137 4.9+ .O 6R 29 L 2 X 2 X.213 1 1~00 156.2 +. 122'18.+ 24199. 414X .188 6.3+ .O 5R 22 L 2 X 2 X.1·37 2 1.00. 77.3--154:01;-19050. 7J6X .137 13.2+ .OB V.4 .. 22 L -2 X 2 X.137 1-1.·oo 96.l, -5987.-_ 7866. 2J9X .137 4.9+ .o-4R 18 Ll.,.1/2Xl-l/2X.145 2 1.00 132.6 + 24275-.+ 24839. 11J3X .145 13.4+ .OB 3R ·27 L 2 X 2. X.188 2 1~00 66.4 -27299.-30959. 9J8X .188 12.3+ .OB VS 22 L 2 X 2 X.137 1 1.00 96~1 -5857.-7866. 2J9X .137 4.9+ .O .2E 31 L 2 X 2 X.2·32 2· 1~00 113.6 + 460.64.+ 52451. 16J5X .188 1~.3+ 3.6B _, ________ ------~---------~- **BRIDGING :REQUIREMENTS*·* ------.--------------------. TO RY.Y = 1.-855, BC RYY = 1 .• 64·0, W:C:,~N/ (T.C R~O~) := '256.286 WORKING LENGTH= 39.625.FT ~f:·~~:~~-~:~~;:~~--·~~~~~~:~D AT 19. 813 FT 'FOR 1 ROW(S) OF H-\RIDGING. , .. -~· ._.., ::·.: -~ -:,:-:"::: ' .. ' .. :'< --.;. ', ··,\_ .... ~·-~.-,<_/=~~~~;~::-·_: (:~.::: . . ' . -·. . :-. : . ' ;,-:,.._ -~:··--~ .... :.:, -~ ~ •,, ... ,;··.:,"-;-:·,···/·,·,·v;_•~·· • • ,~•••• • s ' I. ,_.. . ... ·' . •, , . .,r, _. -. ·. . • · -~ ......... , ' ....... • ·:-~:.,~:· --~.-;_-q ... -• ~ ' ~ ... ' ,-. ' . : ' :-' PURITAN -BENNETT 94-9-432 LIST 15 T41 40LH1080 • May 22, 1990 39' 311 • -----------------------------------------------------------------.----------· -** LONG SPAN JOIST DESIGN REQUIREMENTS** SJI SPECS · VULCRAFT ENG DEPT** ------------------------------------------------------------------------------BRIDGING LEFT END RGHT END ACTUAL DEFL DEPTH BS LENGTH SPACING STANDARD STANDARD INCHES 40.00 39-3 0/0 19.5 1.07 TL .60 LL **LOAD CRITERIA** TOTAL LOAD= 1080. PLF, LIVE LOAD= 600. PLF. LIVE LOAD DEFLECTION SPECIFIED AS L/360 TOTL LOAD DEFLECTION SPECIFIED AS Ll240 ADDITIONAL TC AXIAL LOAD= **BASIC DIMENSIONS** LEFT RIGHT 50.00 KIPS. RIGHT WK LENGTH END PANEL END PANEL 38.9167 7-3 0/0 7-3 0/0 LEFT VAR DIM 1-7 1/2 VAR DIM INTERIOR PANELS 1-7 1/2 3 AT 7-2 0/0 LEFT TC RIGHT TC END PANEL END PANEL 4-6 1/4 4-6 1/4 DEPTH DEPTH DEPTH LEFT CENTER RIGHT 40 0/0 38 1/4 40 0/0 38 ll4 40 0/0 38 ll4 fACTUAL) EFF) ------------------**TRUSS ANALYSIS** ------------------EFF WEB WEB AXIAL LO AXIAL LO AXIAL LO pp LOAD-LBS DEPTH MEM SLOPE IN WEB TOP CHORD BOT CHORD 1 2351.3 38.309 2 -.451 + 45422.6 41411.1 .o 2 4702.5 38.309 2D -1.170 6186.7 37391.0 .o 3 4286.3 38.309 3 1.965 15665.9 .o 44497.5 4 3870.0 38.309 4 -.891 + 14544.4 55357.2 .o 5 3870.0 38.309 V2 .ooo 3870.0 55357.2 .o 6 3870.0 38.309 5 .891 8726.6 .o 61873.0 7 3870.0 38.309 6 -.891 + 2908.9 64045.0 .o 8 3870. O· 38.309 V3 .ooo 3870.0 64045.0 .o 9 4286.3 38.309 6R .891 + 2908.9 .o 61873.0 10 4702.5 38.309 5R . -.891 -8726.6 55357.2 .o 11 2351.3 38.309 V4 .ooo 3870.0 55357.2 .o 12 .o .000 4R .891 + 14544.4 .o 44497.5 13 .o .000 3R -1.965 15665.9 37391.0 .o 14 .o .000 2DR 1.170 6186.7 41411.1 .o 15 .o .000 2R .451 + 45422.6 .o .o ----------------**CHORD DESIGN** STEEL FY = 50000. PSI ----------------AXIAL AXIAL MOMENT BENDING BENDING COMBINED STRESS RATIO UNI LOAD STRESS RATIO RATIO LEND PANEL PP 10747.0 .3582 -26736.6 14817.4 .4939 .8521 LEND PANEL MP 10747.0 .4538 18799.6 4058.0 .1615 .6153 L VAR PANEL PP 9703.7 .3235 -26736.6 14817.4 .4939 .8174 L VAR PANEL MP 9703.7 .5029 9630.3 2078.8 .0803 .5832 INT PANEL PP 16621.0 .5540 -13867.5 7685.4 .2562 .8102 INT PANEL MP 16621.0 .6424 6933.8 1496.7 .0557 .6981 R VAR PANEL MP 9703.7 .5029 9630.3 2078.8 .0803 .5832 ·R VAR PANEL PP 9703. 7·· .3235 -26736.6 14817.4 .4939 .8174 REND PANEL MP 10747.0 .4538 18799.6 4058.0 .1615 .6153 REND PANEL PP 10747.0 .3582 -26736.6 14817.4 .4939 .8521 ... ... - PURITAN--BENNETT ,94--9-432 . L].:-S,T -1·5 T,4_1 : '. \ , -, . ' ' ,\ ------· ... · . ' '' ; ' .· ' -- ' -' :May 22 t. _ 19.9_0 .. -.. ' .• - ,,, - SEC. DESCRIPTION _ AXIAL_ LOAD K '1'L/R I FLRS LENGTH 39 .... 3 0/0 26-2 1/2 TC ·.51 BC 3:8 L3-1/.2X3-1/2X.287 L2·-lj'2X2-1/2X. 2'30 64-04'5. 1. 00 3,1 .1 61873. 1.90 174.G 20'57. 7DE, 6 946.6REQ O SEC BC ·3-a DESCRIPTION AXIAL.-STRESS CBRMP 1135.9REQ TL L2-1/2X2-1/2X.230 2-91_8·8. • 9729 BOTTOM CHORb EXTENSION= 0-8 3/4 ---L/360 LIVE LOAD DEV ::;: 1,3'()4. 3 PLF, L{2.40 LIVE ;LOAD TbTAL LOAD FO~ ·o:e:FL =;: 10 a:o. ·(}' PLF • · - . . " --. --------------------' -- **END PANE;L DESIGN** -~-~-------~-------- \ DEV= 19-56. 4 · .PLF AXIAL LOAD K. KL/R FLR _ WEB TO END BASEL 'NGM NGM B. DEPTH LEFT -41411.1 1.00 48~1 1 -2D 4-6 1/4 ,_ I 5 0/'0 ~!~~: ___ ~:~:::_: __ ::_~-~----~~:_: ___ : ___ 2D 4..-_ 6 1/4 5 0/0 **ADQITIONJ\,L TC AX~AL LOAD -DESIGN_~-* AL;LOWABLE STRE$S, INCR ASED 33% -+---------------------~~----~-----/ ' SEC Tq 51 AXIAL FORCE 50,0.00. -TENS-ION -AXIAL STRESS 12976.,Q AXIAL RATIO .3252 ' LEND PANEL ·pp LEND PANEL.MP L VAR PANEL PP L VAR PANEL MP AXIAL FORCE 91411.1 91411.1 87391-.0 87391.0 -INT PANEL PP 114045.0 114045.0 87391 •. 0 873:91. 0 · 91411.1 · INT PANEL MP R;VAR PANEL MP R' VAR PANEL _pp- R. END PANEL MP R,ENb PANEL PP. 91411.1 ----------~---'!"'t **WEB DESIGN** STEEL F¥ ~~------------I WEB NO 2 29 '2D 29 3 17 4 25 V2 22 5 14 6 22 -V3 22 6R 22 ·5R 14 V4 22 4R ·25 _ 3R 17 2DR 29 2R 29 ~ES~:RIJ?:J:~N X.2i3. L · 2 X 2 X.-213 -Ll-I/~Xl-1/2X.138_ L 2 X 2 X.163-L 2 X 2 X.137 Ll-~f2Xl-1/2X.115 L 2 x-2 X~1~7 L . 2 X. 2 X. 13 7 L 2. X 2 X.137 Ll;.._1/2X1-l/2X.115 L 2 X 2 X.-137 L 2 X 2 X.163 Ll-1/2X1-1/2X.13a L 2 X 2 X.213 L 2 X 2 X.213 -~~~~---------~~---------.**BRIDGING REQUIREMENT$**' AXIAL. STRESS 2'372-3 ~o 23723._0 22679.7 22679.7 29597. O 29597.0 2.2679. 7 _ 22679,.7 2372·3. 0 23723 ~.o 50000. PSI. -COMPRESSION -AXIAL BENDING RATIO STRESS-.• 5·94-6 -14817-. 4 • 753-2 4058'. 0 .5684 148.1.7.4 _ • 883'.7 2078. 8 • 741·8· 768'5·. 4 .8601 1496~7 .8837 207-8;.,8 • 5.68,~l 148,1 7. 4 • 7·53·2 4058.0 .5946 . 14.817. 4 MIN.VERT SHEAR= -END REACTION = -· REQ -_ DEV Q K -KL/R AX LOAD AX LOAD 2 i~oo 151.9 + 45423.+ 48_3-98. 11.00128.4'-6608.-7~08. 2 1~00 . 72.7 -1566.6.-160,95. 1 ·1. 00 145. 7 + 1454.4 .+ 18763. 1 1.00 9.6.6 -4190.-782:5. 2 l~OO .97~0 -8727.-9964 •. 11.00145.2 + 7898.+ 15877. 1 1.00 96~6 ·--4190.-7825. 1 1.00 14'5.2 +· 78-98.+ 15877. 2 1.00 ·97.·0 --8727.-9:964.' 1 1.00 .96.6 -4190.-,7825. 1 1.-00 145.7 + 14544.+ 18763. 2 1. 00 72. 7 -1'566-6. ·-16095-. 1 1~00 128.4 -6608.-7308. 2 1~00 151.9 + 45423.+ 48398. ·it-RiY-=--i:a37~-BC-RYY~= '1. 43,5;' 'w-LEN/ (TC F.YY) = 254. 271 WORKING LENGTH == 3 8. 91 7 FT· _ · _ BENDING iRAT:tO .3714 .1499 .3714 .0723 .1926 .0443 .0723 • 3714 .1499 .37'14 COMBINED RATIO .9659 .9031 .9398 .9560 .9344 .9044 • 95'60 .• 93.9·8 . .9031 .9659 5:253. 8 LBS. 21 1 015. 0 LBS .• REQ FILLET AVBL WELD SIZE WELD, SLOT 16~rx .188 18~0+ .OB 2.~x .188 5.5+ .o 7.~X .138 9.5+ .OB 6.px .163 6.o+ .o 2.~x .137 4.9+ .o 5.~X .115 10.5+ .OB 3.9X .137 6.0+ .O 2.tl.X .137 4.9+ .O 3 •. 9X .137 6-.0+ .• b '5.tl.X .115 10.5+ ~OB 2.tl.X .137 4.9+ .O 6.px .163 6.o+ .o 7.pX .138 9.5+ .OB 2.,x .188 5.5+ .o 16.BX .188 18.-0+ .OB BRIDGING SPACING STANDARP AT 19·. 4.58 FT .FOR 1 ROW(S) Of H-BR1 DGING. -. . --------------------------' - NOTE: END PANEL SHORTENED DUE. To· SLOPE OF WEB W:3/W~-R · · .. , · . , .. 1-...: > • ,' .-• . . .:, . ~ ''. /· ... . ",.: ... ..,_.,. ......... "1 . '. ·, ·-._~ .... ·, -~ ,. ,,I .-.. -•• !. • ... ''