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CLIENT: <br /> NASH&AssoCIA'z�s SEISMIC ANALYSIS PftOJECT: <br /> ��R C I I I T 1�:C'I'S PER IBC 12 DATE: <br /> NAME: <br /> 3 <br /> BASE SHEAR: <br /> �as� sF+�Ar� v= « s�iW w <br /> Y= � (.972J/6.5= .149 <br /> LEVEL 2: Wdl ��I Z # x 0.149 = � V <br /> LEVEL 1: Wdl ���� # x 0.149 = )��g <br /> TOTAL: Wdl ��� 'f # x 0.149 = V��� (V) <br /> Level Dead Load Height Moment Shear C� Stor <br /> (Wdl) (h) (Wdl)(h) Fx = [(Wdl)(h)�V Remarks <br /> (Wdl)(h) <br /> ���Z I�j �131, 6 y3�� . <br /> 2 �� � <br /> �r 8 S <br /> 34r I �t� 3N � 3W�C�•� J <br /> 1 <br /> . <br /> 3� 8 z <br /> Total ����� <br /> 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> WWfhT.NASH-ARCHITECTS.COM <br />