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• <br /> t�•EEgr OSHPD <br /> 1420 80th St SW, Everett, WA 98203, <br /> Latitude, Longitude: 47.9245035, -122.2527323 <br /> Achilles USA Q <br /> Both st sw Both st Sw <br /> Durham School Services Q <br /> Compendium In Jamco America, Inc P <br /> CKnaA <br /> CITC Special <br /> Effects Equipment <br /> Go gle Roeinq Fwy Map data©2020 <br /> Date 1/14/2020,9:44:22 AM <br /> Design Code Reference Document ASCE7-10 <br /> Risk Category II <br /> Site Class D-Stiff Soil <br /> Type Value Description <br /> SS 1.442 MCER ground motion.(for 0.2 second period) <br /> Si 0.555 MCER ground motion.(for 1.0s period) <br /> SMS 1.442 Site-modified spectral acceleration value <br /> SMi 0.832 Site-modified spectral acceleration value <br /> SDS 0.961 Numeric seismic design value at 0.2 second SA <br /> SD1 0.555 Numeric seismic design value at 1.0 second SA <br /> Type Value Description <br /> SDC D Seismic design category <br /> Fa 1 Site amplification factor at 0.2 second <br /> Fv 1.5 Site amplification factor at 1.0 second <br /> PGA 0.613 MCEG peak ground acceleration <br /> FPGA 1 Site amplification factor at PGA <br /> PGAM 0.613 Site modified peak ground acceleration <br /> TL 6 Long-period transition period in seconds <br /> SsRT 1.442 Probabilistic risk-targeted ground motion.(0.2 second) <br /> SsUH 1.577 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration <br /> SsD 3.192 Factored deterministic acceleration value.(0.2 second) <br /> Si RT 0.555 Probabilistic risk-targeted ground motion.(1.0 second) <br /> S1UH 0.615 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. <br /> S1 D 1.324 Factored deterministic acceleration value.(1.0 second) <br /> PGAd 1.229 Factored deterministic acceleration value.(Peak Ground Acceleration) <br /> CRS 0.914 Mapped value of the risk coefficient at short periods <br /> CR1 0.902 Mapped value of the risk coefficient at a period of 1 s <br />