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CLIENT: <br /> NAsx�AssoCIAT'Es SEISMIC ANALYSIS PROJECT: <br /> A R C H I T E C T S PE� �� 12 DATE: <br /> NAME: <br /> 5 <br /> � Redundancy Factor (p�: <br /> 1. Maximum allowable wall shear for p<=1 <br /> Vumax = (2)(Vaccst,ory)�Ab ��2 <br /> �2 ) � Q� O� � ���� , � � 2 7 <br /> � <br /> ) � �� �12 � � <br /> 2. Maximum actual shear <br /> Vmax = Largest seismic wall shear <br /> � �Z -7 � � (� ( �O <br /> 3. p = 2—[2(Vaccstory)�(Vumax)(Ab 1�2) <br /> Z _ � C q� ��� <br /> J <br /> �12�C�2� `� � <br /> ;� , <br /> l � � <br /> � ��� <br /> ''° v,�rN� � <br /> �,, 6��L,�� <br /> d <br /> 11644 N.E. BOth St_ Kirkland, Vti'A 58033 (425) 82B-4117 Fax (425) 822-1918 <br /> Yr'WW.NASH-ARCHTTECTS.CO M <br />