NYC-WTC_000166793
Engineering calculation sheet for beam column design addressing lateral torsional buckling at World Trade Center.
Same agency, volume and box · similarity 0.878
machine-extracted · confidence unavailable · Check page ↗Document / 2 pages
AISI beam column design with lateral torsional buckling
Machine-extracted title · confidence 90%Engineering calculation sheet for beam column design addressing lateral torsional buckling at World Trade Center.
NYC-WTC_000166804–000166805Folder label: “AISI Beam Column Design with Lateral Torsional Buckling”
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OCR text
OCR status: ok · source: pdftotext
NYC 9/11 Public Portal Document
SLM Bl-
AISI BEAM COLUMN DESIGN WITH LATHRAL TOEJOONaL BUCKUNO
JOBNAMKs WOULD THAJJI center Syi2M
LOCATION; TYPICALOTVO WZmBQPT lATERAL LOAD
Member size: IMBWH Strang mcreaae due to wind" 1J»
ALL UNITS IN POUNDS AND INCHES
LOADS AXIAL- 190 LB MV 184478 SHEAR- 37M KXT rX>AI>* 428 PBF MrP*e 0 SpMiqS- 18 Member capactiy Ite tie jSIU FcrMcnolMr CapjMity Bee Super Stud Catalog SECTION PROPIRUtS L*- 156 LuBb- 156 Duck- 0.0713 DEPIH- 10 1> 48 Kir 1 Xo= 4.697 W- 48 Ky- 1 Ro“ 4,231 AtWK 1.1 as Arf- 062 Cw= 10827 <*• 3.768 ly - 0.004 0.00197 bh 16.549 Ir 0.063 Br- 0.440 50000 0= 11300000 B* 29500(XX) KidJi/np" 414012739 KyLy/ry- 53.09735 Pun Dep 2.5 3.29 SetaMflh 3,29 aee Supcf Stud CataloK tMd L- 3.1547307 ow= 169689.1 £4.0.1.242 P* 0.29487888 OT» 1210813 E4C3.I.2-14 Pdr 103165.781 E4.C4.M O«c+««x 200720 4 Pa- 43079 Eq.C43AC4^ 0 839129 Eq.C4.2-3 Port^ 197789.791 EqCS-S Ft- 9887682 E4.C4.2-I M>«**A1* 27265.921 Eq.C4-2 OK- 0.99873803 EqCS.4 14301.8880 Ea.C4-l 10939.93 lilanlTwiiMMBMMlng MtowA>bB«W^CapMtty otr 103163,788 E4.a. 1.2-13 Sj“ 0448 Ctr^ 1 Per- 120181 Me= 330916.946 Bq.CS ,1.240 l/ay» 1002081 164500 Eq C3 1.2-5 Mr 13413,17 Md- 152220.359 Eq,C3 I 2-8 Mwd> 152220.359 Eq.C3,12-1 91149.9154 Eq.C3.1-1 EgMMtoB MH+VcBdMu/MttHl ___ Q.OM I OX rUMM»»d B—dht A 8Mi» (M/Mty'2+<V/Va^2 1.12 •< 1 NO GOOD DfeFLECTlDN U 240 0.6S MH) 14.08 <;Aac. 16.55 OX
! 19 S J Wit 12"e., NYC-WTC_000166805
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NYC-WTC_000166805Source: NYC Law Department, mirrored locally
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