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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 />3 2 <br />(v•w)-h - D-+ P•W 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 shearwalI <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 Shear)Vall <br />fm, <br />(11x1n <br />Version 7.0 Pg 3.2 <br />