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CLIENT: <br /> NASH&ASsoCIATES SEISMIC ANALYSIS PROJECT: <br /> :�R C I I I T E C T S PER IBC 12 DATE: <br /> NAME: <br /> 3 <br /> BASE SHEAR: <br /> BASE SHEAR V= (F 5�/W i"� <br /> V= F (.972)/6.5= .149 <br /> LEVEL 2: Wdl `�3� s # x 0.149 = �'s� <br /> LEVEL 1: Wdl ��(� # x 0.149 = "�J/ !� <br /> TOTAL: Wdl .-��P � # x 0.149 = �/t�9 (V) <br /> Level Dead Load Height Moment Shear � Stor <br /> (wdl) (h) (Wdl)(h) Fx = [(Wdl)(h)]�V Remarks <br /> (Wdl)(h) <br /> 2 � � � �-- � � ��3 �� 3 ��s,� ��� <br /> �,� , <br /> ��� <br /> 3 �1� �� �j� �� ��� '��, �� � <br /> 1 � <br /> � � �. <br /> 3 � �° . <br /> .� <br /> 'Toiai ��� � �� � I <br /> 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> WWV1T.NASH-ARCHITECTS.COM <br />