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Allowable Stress Design Loads For Wood-cont. <br /> Sum the moments about the base of a shearwall,overturning shall resist, <br /> 2 w <br /> (v•w)•h - — D•— + P•w for wind <br /> 3 ' 2 <br /> (v•w)•h - (0.9 -0.14 S Ds D•2 + P•w for seismic <br /> Where, v =shear per linear foot of shearwall <br /> w =width of shearwall <br /> h =height of shearwall <br /> D =resisting dead load centered over shearwall <br /> P =resisting dead load at end of shearwall <br /> Free Body Diagram of a ShearWall <br /> P <br /> ID <br /> Nxw1 <br /> SUM MOMENTS <br /> rABOUT CORNER <br /> w <br /> Version 7.0 Pg 3.2 <br /> � I1IP <br />