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Seismic Calcs Date: 2/29/2024 <br />LINE E : Timber Frames <br />Lateral Load is imported from Wood Frame Analysis <br />(R = 6.5, p = 1.3, ASD Method) <br />ww =0.217 kip <br />Ew =0.099 kip <br />Lateral Load is increased ( Timber Frames ) <br />(R = 1.5, p = 1.3, LRFD Method) <br />W w 0.217 <br />0.6 0.6 <br />Ew x 6.5 0.099 x 6.5 <br />1.5 x 0.7 1.5 x 0.7 <br />Total load on Each Cant. Column <br />0.36 <br />2 <br />0.47 <br />2 <br />W= <br />E = <br />W= <br />E = <br />= <br />= <br />= <br />= <br />0.18 kip <br />0.24 kip <br />= <br />= <br />0.36 <br />0.47 <br />kip <br />kip <br />17 <br />901 E Myrtle St Unit# 2 - <br />1011181606/27/2024