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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 /> (v•w)•h - 2 D•W + P•w <br /> 3 2 for wind <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 /> 1 <br /> (Vx� <br /> SW MOMENTS <br /> rABOuz COMER <br /> W <br /> Version 7.0 Pg 3.2 <br />