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Story Weight <br />Area Int. <br />Partition Story Load Floor Weight Story Height <br />Above <br />Story <br />Height <br />Below <br />Tributary Wall <br />Height Parapet Wall Wall type Wall Load Wall Weight Total Story <br />Weight <br />A (ft)Qpart (psf) Qfloor (psf)A (Qpart + Qfloor) = <br />Pfloor (lbs)Supper (ft) Slower (ft)(Supper + Slower) <br />/2 = h (ft)hp (ft) Qwall (psf)Lperimeter <br />(ft) <br />Qwall * (h+hp) = <br />Pwall (lbs) <br />Pfloor + Pwall = <br />W (lbs) <br />A 391 Floor 10 15 9766 8 8.0 8.0 0 Exterior 15 82 9870 19636 <br />B 407 Roof 0 15 6103 8.0 4.0 0 Exterior 15 73 4365 10468 <br />C 405 Roof 5 15 8109 0 8.0 4.0 0 Exterior 15 72 4335 12444 <br />ta =0.174 Cs =0.163 <br />k = 1.000 Total Weight, W = 42549 lbs <br />SDS = 1.060 V = CsW = 6939 lbs <br />Shear Wall Force <br />hxwx <br />Story Section x (ft) wx (lbs) hxwx (ft-lbs)hxwx Cvx <br />1 A 8.0 19,636 157089 0.34 2,350 <br />1 B 8.0 10,468 83744 0.18 1,253 <br />2 C 17.9 12,444 222966 0.48 3,336 <br />Linear Forces for Shear Wall <br />Section Area Qe (psf) <br />A 390.65 6.02 <br />B 330.75 3.79 <br />C 326.22 10.23 <br />Section Floor Type