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titir <br /> FIRST STORY HOLDDOWNS <br /> HOLDDOWN EQUATION: <br /> T= (v)(h)(L) —(L)2(0.5)2(I. )(w)(reduction) -(L)2(0.5)(h)(w. )(#stories) _ <br /> L <br /> Front to Back <br /> Line 1 <br /> unit shear,v= 376 Ib/lineal foot <br /> wall height,h= 6 feet <br /> governing length,L .2.00 feet <br /> joist Width, L.s,e 4 feet <br /> load from joists above,w 30 psf <br /> wall weight,woven 10 psf <br /> controlling load(reduction) wind <br /> #stories 1 <br /> REQ'D HOLDDOWN,T= '1,415 lb <br /> Line 2 <br /> 4/ unit shear,v 376 lb/lineal foot <br /> wall height,h= 6 feet <br /> governing length,L 12.00 feet <br /> joist width, Lib 4 feet <br /> load from joists above, w 30 psf <br /> wall weight,www 10 psf <br /> controlling load(reduction) wind <br /> #stories 1 <br /> REQ'D HOLDDOWN, T= '1,415 lb <br /> 13 <br />