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ASCE® <br /> AMERICAN SOCIETY OF CML ENGINEERS <br /> Seismic C -Very Dense Soil and Soft Rock <br /> Site Soil Class: <br /> Results: <br /> PGA M : 0.69 TL 6 <br /> SMs 1.68 Ss 1.53 <br /> SM1 0.73 S, 0.54 <br /> SIDS : 1.12 VS30 530 <br /> Sp, 0.48 <br /> Seismic Design Category: D <br /> 20 Multi-Period MCER Spectrum 1 4 Multi-Period Design Spectrum <br /> 1.8 12 <br /> 1.6 <br /> 1.4 to <br /> 1.2 0.8 y <br /> 1.0 <br /> 0.8 <br /> 0.6 <br /> 0.6 0.4 <br /> 0.4 <br /> 0.2 0.2 <br /> 0 <br /> 0 2 8 10 0 2 <br /> Sa(g)vs T(s) Sa(g)vs T(s) <br /> 1 8 Two-Period MICE RSpectrum Two-Period Design Spectrum <br /> 1 s 1_o <br /> 1.4 • <br /> 1.2 0,8 0 • <br /> • <br /> 1.0 • <br /> os <br /> 0.8 <br /> 0.6 0.4 <br /> 0.4 <br /> 0.2 <br /> 0.2 <br /> 0 - 0 <br /> 0 a F7 0 2 1 G, <br /> Sa(g)vs T(s) Sa(g)vs T(s) <br /> MCER Vertical Response Spectrum Design Vertical Response Spectrum <br /> Vertical ground motion data has not yet been made Vertical ground motion data has not yet been made <br /> available by USGS. available by USGS. <br /> https://asce7hazardtool.online/ 6 of 17 <br />