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• <br /> Allowable Stress Design Loads For Wood-cont. <br /> Sum the moments about the base of a shearwall,overturning shall resist, <br /> (v•w)•h - D•W + P•w for wind <br /> 3 \ 2 <br /> / w <br /> (v•w)•h - (0.9 -0.14 S Ds) \D. + 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 /> Le (V x lh <br /> h <br /> SUM M <br /> -ABOUT CORNER <br /> w <br /> Version 7.0 Pg 3.2 <br />