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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 -? (D--w + P•w for wind <br />3 2 <br />(v •w) •h - (0.9 - 0.14 S IDS) 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 />(VxIQ <br />Version 7.0 <br />Pg 3.2 <br />