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• <br /> tit <br /> Side to Side <br /> Line A <br /> unit shear,v= 15 lb/lineal foot <br /> wall height,h= 6 feet <br /> governing length,L 70.00 feet <br /> joist width, Lim 22 feet <br /> load from joists above,w 12 psf <br /> wall weight,w„,aii 10 psf <br /> controlling load(reduction) wind <br /> tt stories 1 <br /> REQ'D HOLDDOWN,T= -6,386 lb <br /> Line 6 <br /> unit shear,v= 15 lb/lineal foot <br /> wall height,h= 6 feet <br /> governing length,L 70.00 feet <br /> joist width, kb 12 feet <br /> load from joists above,w 15 psf <br /> wall weight,w 10 psf <br /> controlling load(reduction) wind <br /> p stories 1 <br /> REQ'D HOLDDOWN,T= -E i,230 lb <br /> L <br /> l0 <br />