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C�ENT: <br /> NAsx>ASSOCIATEs SEISMIC ANALYSIS PR07ECT: <br /> .4RCHITECTS pER IBC 12 DATE: <br /> NAb�: <br /> 3 <br /> BASE SHEAR: <br /> BASE SHEAR V= (P 5�/W w <br /> V= F L9"f2)/6.5= .149 <br /> LEVEL 2: Wdl �3� ID $ x 0.149 = l� S � <br /> LEVEL L Wdl_'�.�_g x 0-149 = �/�f,q � <br /> TOTAL Wdl JY// �/j_g x 0.149 = 7/!N _(V) <br /> Dead Load He� ht Moment Shear � Stor <br /> Level (Wdl) (h� (Wdl)(h) Fx = [(Wdl)(h)�V Remarks <br /> (Wdl)(h) <br /> 2 z3,� �� uZy�g u���, v18N31 <br /> ���a� �Z <br /> 33 fb 333 '�33 � 0 � 43 ) <br /> 1 —_ <br /> � 5�� � <br /> 3� 71 <br /> Total �� � ���� `/ <br /> 11644 N.E. BOth St. IGrkland, WA 90033 (425) 020-4117 Faa (425) 022-1910 <br /> WWW.NASH-ARCHTTECIS.COM <br />