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i � � <br /> CISENT: <br /> II NASxkASSocaATES SEISMIC ANALYSIS PxoaecT: <br /> ARCHITECYS PER IBC 12 DATE: <br /> NAME: <br /> 3 <br /> BASE SHEAR: <br /> BASE SHEAR V= (F 5�/W w <br /> V= F (.9T])/6.5= .149 <br /> LEVEL Z Wd] ZJ� b # x 0.149 - 3 p � <br /> LEVEL 1: Wd] 37/ � # x 0.149 = �� <br /> snxaL wa� �3i�j q x o.ias — Qr �( �i (�) <br /> Dead Load Hei ht Moment Shear � Sto <br /> Level (Wdl) (h� (Wdl)(h) � — � Wdl) h�V Remarks <br /> �(Wdl)�(h) <br /> 7s, � Ig �r���� 46��� ��� ��, <br /> 2 � uo� <br /> 5� 22 <br /> 3�, � I � 3� 6 g '6L °�.4 �) <br /> � Buo� �1 <br /> y, 23 <br /> �o�a� � �3, 5 8 40� �l <br /> 11844 N.E. BOth St Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 <br /> WWW.NASH-ARCHITECTS.COM <br /> I • <br />