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I�` 6�1 <br /> ��� <br /> NASH o-ASSOCiAT&S SEISMIC ANALYSIS rxoaEcx <br /> � ,1RCIIITECTS pER IBC lZ DATE: <br /> NAME: <br /> 3 <br /> BASE SHEAR: <br /> 9ASE SHEAR V= (F 5�/RJ 'N <br /> V= F (.972)/6.5= .149 <br /> LEVEL 2: Wal ZN t� g x 0.149 = �„6 �i <br /> �,�L �: wd��6� � „ x o �49 = s, yq� <br /> TOTAL Wdl ��7� g x 0.148 = �f ( (V) <br /> Dead Load Hei ht Moment Shear � Stor <br /> Level (Wdl) (h� (Wdl)(h) Fx = [(Wdl)(h)�V Remarks <br /> I (Wdl)(h) <br /> Z�C� �� <br /> z kUu� 6 kuN�6�`��`(� <br /> �,�2� � <br /> 5� � <br /> � 3b�$ « 3�, t� 3b8 �� I6l <br /> ����� <br /> Toiai ��� ✓ ��2� � <br /> 11644 N.E. BOth St Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> WWW.NASH-ARCHITECTS.COM <br /> � � <br />