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Seismic Calcs Date: 03/05/2025 <br />LINE 4 : Timber Frames <br />Lateral Load is imported from Wood Frame Analysis <br />(R = 6.5, p = 1.3, ASD Method) <br />0.357 kip <br />0.216 kip <br />Lateral Load is increased ( Timber Frames ) <br />(R = 1.5, p = 1.3, LRFD Method) <br />W= =0.357 = 0.6 kip0.6 0.6 <br />E = =0.216 x 6.5 = 1.03 kip1.5 x 0.7 1.5 x 0.7 <br />Total load on Each Cant. Column <br />W=0.60 =0.15 kip4 <br />E =1.03 = 0.26 kip4 <br />ww = <br />Ew = <br />Ww <br />Ew x 6.5 <br />Page 25 <br />901 E Myrtle St <br />Unit# 23/14/2025