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kW <br /> Side to Side <br /> Line A <br /> unit shear,v= 36 lb/lineal foot <br /> wail height,h= 6 feet <br /> governing length,L ''0.00 feet <br /> joist width, Ly;b 12 feet <br /> load from joists above,w 12 psf <br /> wall weight,w 11 10 psf <br /> controlling load(reduction) wind <br /> #stories 1 <br /> REQ'D HOLDDOWN,T= -l:,260 lb <br /> Line 8 <br /> unit shear,v= 36 lb/lineal foot <br /> wall height,h= 6 feet <br /> governing length,L '0.00 feet <br /> joist width, Lor, 12 feet <br /> toad from joists above, w u psf <br /> wall weight,w„„),® 10 psf <br /> 41. controlling Toad(reduction) wind <br /> #stories 1 <br /> REQ'D HOLDDOWN, T= di,104 Ib <br /> 1J' <br />