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� <br /> ■� �■ <br /> � � �: <br /> CI�ENT: <br /> NASH&AssoclA'rEs SEISMIC ANALYSIS PROJECT: <br /> �1 R C H I'I'r 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 /> C'2��1 _ ;�',�,� z <br /> __--- --' - -� .;� �3� <br /> J�� � �3, � <br /> 2. Maximum actual shear <br /> Vmax = Largest seismic wall shear <br /> t �13.� l, 2�� <br /> ' 3. p = 2-[2(Vaccstory)/(Vumax)(Ab 1/2) <br /> � - 2���1 <br /> , y3S�C� . � ) <br /> � � � <br /> � — : <br /> �� � <br /> yveN� <br /> �vu�`�Y�� <br /> 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> W WW.NASH—ARCHITEC TS.COM <br />