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CLIENT: <br /> NAsx&Assoc�'1'Es SEISMIC ANALYSIS PROJECT: <br /> �R C I I I T 1�.C T S PER IBC 12 DATE: <br /> NAME: <br /> 3 <br /> BASE SHEAR: <br /> BASE SHEAR V= (� 5�/W 1"� <br /> V= � (.G72)/b.5= .14q <br /> LEVEL 2: Wdl � 3� � # x 0.149 = 3' � � <br /> LEVEL 1: Wdl 3S� � # x 0.149 = Si 2 y <br /> TOTAL: Wdl ,S�/2 # x 0.149 = / o� 2 (V) <br /> ' Dead Load Hei ht Moment Shear � Stor <br /> Level Fx = [(Wdl)(h)�V Remarks <br /> (Wdl) (h� (Wdl)(h) (Wdl)(h) <br /> , � ( LfZ�lcO �l2Nt�i �� �Z� <br /> 2 Z3 g o <br /> �� <br /> � � � <br /> �� � ( v S 3sSC � � �-) <br /> 1 35 <br /> � �� <br /> � � ov <br /> Total ���� 7��� v <br /> 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> WWWT.NASH-ARCHITECTS.COM <br />