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n 1 <br /> CLIENT: <br /> NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: <br /> ARCHITECTS DATE: <br /> NAME: <br /> 3 <br /> Wdl Cs V <br /> LEVEL 2: 42.8 x 0.13 = 5.6 <br /> LEVEL 1: 68.4 x 0.13 = 8.9 <br /> TOTAL: 111.2 x 0.13 = 14.5 <br /> SHEAR @ STORY <br /> DEAD LOAD MOMENT REMARKS <br /> LEVEL (Wdl) HIGHT(h) (WdI)(h) Fx = [(Wdl)(h)]V I <br /> [(WdI)(h)] <br /> ALPHA NUMERIC <br /> 2 42.8 18 770.4 56% 8.12 3 2.7 3 2.7 <br /> 1 68.4 9 615.6 44% 6.38 2 3.2 2 3.2 <br /> TOTAL 111.2 1386 100% 14.5 <br /> (211 <br /> lT, <br /> 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 <br /> LWWW.NASH—ARCHITECTS.COM <br />