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W=Effective Seismic sf. Roofs [ASCE 12.14.8-1 note <br /> p <br /> Weight ps£ Floors 2] <br /> ps£ Walls <br /> I <br /> Design Seismic Loads: <br /> E=Eh=V=FSos"W/R„ooa 0.169W <br /> E=Eh=V=FSUsW/R,,,,,t; 0.880W <br /> 0.7E„ooa 0.118 W <br /> 0.7E,;.„t; 0.616W <br /> f <br /> f <br /> iF <br /> IF <br /> t <br /> EE <br /> E <br /> E <br /> t <br /> f <br /> E <br /> f <br /> E[[ <br /> K <br /> t <br /> FE <br /> S <br /> F� <br /> pE, <br /> E <br /> F{f <br /> t <br /> f <br /> E <br />