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PROJECT NAME: HULTS RESIDENCE <br /> JOB: X10-2854 <br /> 4) Vc is the smallest <br /> di Vc=4 (2 +4/13 c)1.clt2bod <br /> R c= long side of column /short side of column = 11.00/ 11.00 = 1.00 <br /> (I) Vc= 169065 lbs <br /> Vc=4) (a s d/bo+ 2)f o U2 bo d <br /> a s=40, for xxx <br /> a s=x, for xxx <br /> a s=y, for xxx <br /> (I) Vc= 179180 lbs <br /> Vc=4 (4r,U2bod) <br /> 4 Vc= 112710 lbs <br /> Controling 4) Vc= 112710 lbs <br /> (tp Vc= 112710 lb) > (Vu= 3600 lb) OK <br /> Check bending <br /> c.e.inc.k.sEcc ci 1 <br /> Fog.MotitOsT <br /> r2-tgUTA>zY AREA <br /> fog-MO*4E04T <br /> Pb`�14 <br /> u, <br /> [..b <br /> L <br /> Distance to critical section for bending, Lb <br /> Lb= L/2- c1/2 = 2.20- 11.00/(2x 12) = 0.64ft <br /> pu=pomax(L -x-Lb)/(L-x) = 2216(2.20- 1.10-0.64)/(2.20- 1.10) = 923psf <br /> Pu-delta= 2216 -923 = 1293 psf <br /> Mu1 = 1/2(Lb)[pu(8 )(Lb)] = 1/2(0.64)[923(2.20)(0.64)] =418 ft-lb <br /> Mu2 = 2/3(Lb)[1/2pu-delta(8)(Lb)] =2/3(0.64)[1/2(1293)(2.20)(0.64)= 390 ft-lb <br /> Mu= (418 + 390)/2.20 = 367 ft-lb/ft of width <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> October 20, 2021 Page 12/ 17 <br /> Copyright©2021 Custom Design&Engineering,Inc.All rights reserved. <br />