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n 1 <br /> CLIENT: <br /> NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: <br /> ARCHITECTS DATE: <br /> NAME: <br /> 5 <br /> Redundancy Factor (p): <br /> 1. MAXIMUM ALLOWABLE WALL SHEAR FOR P<=1 <br /> VUMAX = (2)(VAC CSTORY)/AB'/2 <br /> 2( 14.5 ) 29 <br /> Vumax = = 41.7 = 0.7 <br /> 1741 <br /> 2. MAXIMUM ACTUAL SHEAR <br /> VUMAX = LARGEST SEISMIC WALL SHEAR <br /> 0.7 - 0.357 <br /> 3. P = 2—[2(VACCSTORY)/(VUMAX)(ABv2) <br /> P = 2 - [ 2( 14.5 ) ] = 1 <br /> ( 0.7 * 41.7 ) <br /> 8003 118th Ave. NE. Kirkland, WA 98033 (425) 828-4117 <br /> WWW.NASH—ARCHITECTS.COM <br />