AISI beam column design with lateral torsional buckling

NYC 9/11 Public Portal Document

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AISI BEAM COLUMN DCSION WITH LATERAL TORSIONAL BUCKLING

JOB NAMS: WOULD TRADE CENTER 9ZI2Z98

LOCATION: rmCAL STUD W/MO SOFT LATERAL LOAD

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ALL UNITS or rOUNlMANDINCl^B

LOAM AXIAL- IM LB Mr- 68840 SHEAR- 1568 - EXT LOAI>= 248 nr MrP*e 0 SpMMr- 12 MEMBER CAPACITY Me inu he 228 ForMnabcr Capacity See Super Stod CUiIag SBCnON FROreRTIES 156 Lai4r= 156 Thick- 0 0713 DBFn> 8 I> 48 KR* I Xo- *1.3-11 Ly* 48 Kr 1 3.35 Arta* 0 916 Arf- 0.51 Cw- 6.00 nr* 3 >y “ 0.704 J- 0.00186 Ijc- 8.243 ir- 0.454 Sy“ 0.27 ■ ly* 30000 &= 11300000 E= 29500000 SxLxZno- 52 KyLy/rj^ 68.18182 Pun Dap 2.5 2.037 gctSwflk 2.037 we Super Stud Catalog LmM X* 2.22840017 (MK^ 107545:9 Bq,C3 1.2*12 0.40444911 (n= 74897 42 Eq.Cl 1.2*14 w- 62566.1306 Eq,C4.l-l oatHn= 182463,1 Fn- 39917 B«|.C4-lAC4-4 0= 0 84685 E4.C4.23 Pot- 98506.463 BQ-C5-5 Fe- 6198677 Bq C4,2-1 PaH«*AW 20470.3983 Bq,C4-2 OK- 099746616 E<j.C5-4 PwBwiai 18661.6668 Ea C4-l 14212 LataralTawto—lBaitIMi MMrASDBtRSMg QiHcBy OBT 62566.8306 EQ.C3.I 2-13 sy= 0.27 Cb* 1 Por* 573132 Mb- 210061.168 E4.a i.2-lO 1/oqr 1.004374 101850 £40.12-5 Mr= 8083.832 MB- 89504.2835 Eq. 0,12-8 Mor- 89504 2835 E4,C3 1,2-1 53995.3794 Eg.CS.M RqutlMi ITui:":’” 0.863 <- 1 EqCSl Ce^bMaB BaaaMAShaar (MlMf^ra+fV/Vars 0.43 < • 1 O.K. deflection 17 240 0 65 KiBq) 804 <Aao. 8.24 O.K.

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