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CLIENT:_ <br /> NASH�ASSOCIATES SEISMIC ANALYSIS PROJECT: <br /> :�R C H I T E C T 5 PER IBC 12 DATE:____ <br /> NAME: _ <br /> 5 <br /> Redundancy Factor (p): <br /> 1. Maximum allowable wall shear for p<=1 <br /> Vumax = (2)(Vaccstory)/Ab 1�2 <br /> C2 ��Jc � 3 � — � 6` � 6 � � <br /> — � — l � � <br /> �U� 3�l (o <br /> 2. Maximum actual shear <br /> Vmax = Largest seismic wall shear <br /> � b� � Sb1.. <br /> � ` <br /> 3_ p = 2—[2(Vaccstory)/(Vumax)(Ab 1/2) <br /> -� - 2C�� � 3 � <br /> , �r �� C 3�� 6. <br /> 2 ` <br /> @ = I <br /> �,� <br /> w,"� <br /> Gov� <br /> 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> WWW.NASH—ARCHITECTS.COM <br />