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JD� <br />8TC Hazards by Location <br />DC-3 <br />Search Information <br />Address: <br />48 00131291833254.-122.22150421496508 <br />Idi Vin <br />Coordinates: <br />48.0013]29)833254,-122.22150421496508 <br />Elevation: <br />108 <br />_ <br />Timeatemp: <br />2022-07-28T20:32:31.393Z <br />, <br />Hazard Type: <br />Seismic <br />Reference <br />ASCEI-16 <br />>GO gle <br />Document: <br />Risk Cateeorr: <br />II <br />Site Class: <br />)-default <br />Basic Parameters <br />Name <br />Value <br />Description <br />Ss <br />1.228 <br />MCEg ground motion (perio1=0.2s) <br />S1 <br />0.436 <br />MCEg ground motion (period=LDs) <br />SMs <br />1.473 <br />Suranoditied spectral acceleration Value <br />Set <br />'null <br />SXe-modified spectral acceleration Value <br />So$ <br />0.982 <br />Numeric seismic design value at 0.2s SA <br />SDI <br />'null <br />Numeric seismic design value at 1,0s SA <br />' See Section 11.4.8 <br />Additional Information <br />Name <br />Value <br />Description <br />SDC <br />'null <br />Seismic design category <br />Fa <br />1.2 <br />Site amplification factor at 0.2s <br />Fv <br />null <br />Site amplification Indoor at 1.0s <br />CRe <br />0.905 <br />Coefficient of risk (0.2s) <br />CRI <br />0.894 <br />Coefficient of risk (1.0s) <br />PGA <br />0.527 <br />MCEg peak ground acceleration <br />FP13A <br />1.2 <br />Site amplification factor at PGA <br />PGAM <br />0.632 <br />Site madded peak ground acceleration <br />v <br />loft <br />word ayItI <br />Island <br />v <br />Seattle eRedm0flMap data ©2022 Gauge <br />