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j_NMH&MOCUTM SEISMIC ANALYSIS PROJECT <br /> ARCHITECTS ME: <br /> NAM <br /> 3 <br /> BASE SHEAR: BASE SHEAR V.(F S DS/R) <br /> V- P (.072)/6.5- .149 <br /> 1EW L 0: Wdl N-1 # x o,149 = 2.q <br /> LUM L. wdi 2-1.5 # x 0.149 = 4.1 <br /> BASE18EN1% Wdl # x 0.149 = <br /> TOTAL. wdi 41.2 # x 0.149 = -7 (V) <br /> Shear 0 Story <br /> Level Dead Load He ht. Moment ,x C(Wdl�i&]v Remarks <br /> (Wdl) ()h (Wdl)(h) <br /> 2 N.-I le) 555 4.1 <br /> 603 <br /> 21.5 cl 248 248(j) 2.ci <br /> r003 <br /> is <br /> Total 603 <br /> 8003 118th AVE NE Kirkland, WA 98033 (425) 828-41.17 <br /> WWW.NASH-ARCHrrECTS.COM <br />