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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 /> (v•w)•h - — D-- + P•w for wind <br /> 3 \ 2 <br /> (v•w)•h - (0.9 -0.14 S Ds) (D. + P-w for seismic <br /> 2 <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 /> + (Vxwj <br /> sill <br /> MOMENTS <br /> rABour CONrat <br /> ' Wi, <br /> Version 7.0 Pg 3.2 <br />