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CLIENT: <br /> NAsx&�,ssoclA'1'Es SEISMIC ANALYSIS PROJECT: <br /> �� R C H I T E C T S 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 /> (Z1� $r7 � : %`t : , �•� � <br /> � szo 3s� 9 <br /> 2. Maximum actual shear <br /> Vmax = Largest seismic wall shear <br /> , ��7 =� 3�8 <br /> 3. p = 2-[2(Vaccstory)/(Vumax)(Ab 1/z) <br /> z - ZC `�� � 1 <br /> � 4y $.y) <br /> Z • � = 1 <br /> a�� <br /> w 1�r� <br /> Go�� <br /> 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> � WrNW.NASH-ARCHITECTS.COM <br />