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CI,IENT: <br /> NAsx&AssoclA'r�s SEISMIC ANALYSIS PROJECT: <br /> :1 R C FI I T L C T S PER IBC 12 DATE: <br /> . <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 /> C21�g,�g � _ � �� �� = � � � �. <br /> � �� � � <br /> ��� <br /> 2. Maximum actual shear <br /> Vmax = Largest seismic wall shear <br /> � �(�12 '� �� � <br /> 3. p = 2-[2(Vaccstory)/(Vumax)(Ab 1�2� <br /> 2 , 2 C 8,� � ) <br /> � <br /> eyqZ � �,���� � <br /> � <br /> �'� ' � � <br /> �,�- ;I <br /> ';I <br /> �v�v� �� <br /> �j�U��� �'� <br /> �� <br /> � 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> WWW.NASH—ARCHITEC TS.CO M <br />