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Equivalent Lateral Force Procedure: <br />Ie = 1.0 <br />R = 6.5 (Light Framed Timber Shear Wall) <br />Cs = SDS/(R/Ie) <br />Cs = 0.879 / (6.5/1) = 0.135 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />