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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) = 1075 sqft Qwall = 15 psf <br />Q partion = 5 psf hwall = 6.1875 ft <br />Q floor/roof = 14 psf Lperimeter = 139 ft <br />P floo =20425 lbs Pwall = 12901 lbs <br />Cs =0.162 ta =0.151 <br />Total Weight, W = 33326 lbs k =1.000 <br />V = CsW = 5389 lbs SDS =1.051 <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 10.0 33,326 333259 1.00 5,389 927.0 5.81 <br />0 0 0.00 0 0.00 <br />0 0 0 <br />15 <br />1313 N English St <br />8/28/2024