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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 - 'ID.- + P•w <br /> 3 for wind <br /> (v-w)•h - 0.9 -0.14 S DS ;f D-W f P-wj 2 J for seismic . <br /> Where, v =shear per linear foot of shearwall <br /> w =width of shearwall <br /> b =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 ShearVVaII <br /> P <br /> SM <br /> lT COFM <br /> Version 7.0 Pg 3.2 <br />