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BUILING WEIGHT <br />Section A Roof <br />Roof/ Floor Weight: P floo = A*(Q partion + Q floor/roo )Wall Weight Pwall = Qwall * hwall *L perimeter <br />Area (A) = 1222 sqft Qwall = 15 psf <br />Q partion = 5 psf hwall = 5.875 ft <br />Q floor/roof = 15 psf Lperimeter = 142 ft <br />P floo =24440 lbs Pwall = 12514 lbs <br />Cs =0.182 ta =0.149 <br />Total Weight, W = 3695 lbs k =1.000 <br />V = CsW = 6709 lbs SDS =1.180 <br />Shear Wall Force Linear Forces for Shear Wall <br />hxwx Area Qe (psf) <br />Section hx (ft)wx (lbs)hxwx (ft-lbs)hxwx CvxV <br />A 9.0 36,954 332584 1.00 6,709 1000.0 6.71 <br />0 0 0.00 0 0.00 <br />0 0 0 <br />13