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rHkoQAT CL[8N'I` <br /> SEISMIC ANALYSIS PROJECTCHITRCTS DATE: <br /> NAME: <br /> 9 <br /> BASE SHEAR: <br /> BASE SHEAR V.(F S DB/R)M <br /> V- P (.972)/6.6= .149 <br /> IBM 2, wdl # x 0,149 = 2.q <br /> LEWL 1: wdl 4 x 0,149 = 4.1 <br /> HASEMP�r. wdl x 0,149 = <br /> TOTAL. wdl 4-7.2 x 0.149 - 7 (V) <br /> Level Dead Load Height Mo en Shear @ Stor <br /> Wdl h)) )� ) Fx = ((Wdl)(h �V Remarlm <br /> (Wdl)(h� <br /> 2 19.-7 18 555 3550) _ 4.1 <br /> 6D3 <br /> i 27.5 9 248 24b(l) 2A <br /> 605 <br /> B <br /> Total bD3 <br /> BOOS 118th AVE NE Hirkland, )VA 96033 (426) 82a-4117 <br /> WWW.NASH-ARCHITECTS.COM <br />