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L <br /> FIRST STORY HOLDDOWNS <br /> HOLDDOWN EQUATION: <br /> T= (v)(h)(L) —(L)2(0.$)2(Ly0(w)(reduction. —(L)2(0.5)(h)(wwvu)(#stories) <br /> L <br /> Fronton Back <br /> Line 1 <br /> unit shear,v= 370 lb/lineal foot <br /> wall height,h= 6feet <br /> governing length,L 12.00 feet <br /> joist width, Lyn, 4 feet <br /> load from joists above,w 30 psf <br /> wall weight,way 10 psf <br /> controlling load(reduction) wind <br /> *stories 1 <br /> REQ'D HOLDDOWN,T= 1,379 lb <br /> Line 2 <br /> unit shear,v= 370 lb/lineal foot <br /> wall height,h= 6feet <br /> governing length,L 12.00 feet <br /> joist width, Lab 4 feet <br /> load from joists above, w 30 psf <br /> wall weight,wen 10 of <br /> controlling load(reduction) wind <br /> #stories 1 <br /> REQ'D HOLDDOWN, T= f,379 lb <br /> 1 <br />