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4 Jan 2019 01:07:10-Lateral Analysis.sm <br /> New Roof Seismic Diaphragm Shear <br /> Building Weights Contributing to Seismic Forces <br /> Roof & Floor <br /> Aroof :=Bdia •Ldia2 <br /> Aroof—200 ft <br /> Wroof :=Aroof '(SDLrf) Wroof=1. 6 kip <br /> Shear Loads <br /> s :=Cs .woof s =961 lbf <br /> Lateral Summary <br /> Seismic/Wind Shearwall Capacity Factor c _ 310 psf _0.7126 <br /> sw caP 435 psf <br /> Wind Seismic <br /> v =1.02 kip s =0. 9611 kip <br /> Check :=if V >V V ="WIND CONTROLS" <br /> k w s check <br /> "WIND CONTROLS" <br /> else <br /> "SEISMIC CONTROLS" <br /> ASD Lateral load in each cantilevered post: <br /> Nu posts `=2 Number of posts resisting lateral 1 w <br /> 2 Numposts <br /> Postlateral =182 lbf <br /> 1. 4 <br /> 4/4 <br />