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Announcement <br />ASCE 7-22 is now available. <br />518 Huylars Ln, Santa Ana, CA 92703, USA <br />Latitude, Longitude: 33.7495792, -117.92584 <br />Date 5/20/2025, 7:19:44 PM <br />Design Code Reference Document ASCE7-16 <br />Risk Category II <br />Site Class D - Default (See Section 11.4.3) <br />Type Value Description <br />SS 1.325 MCER ground motion. (for 0.2 second period) <br />S1 0.472 MCER ground motion. (for 1.0s period) <br />SMS 1.59 Site-modified spectral acceleration value <br />SM1 null -See Section 11.4.8 Site-modified spectral acceleration value <br />SDS 1.06 Numeric seismic design value at 0.2 second SA <br />SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA <br />Type Value Description <br />SDC null -See Section 11.4.8 Seismic design category <br />Fa 1.2 Site amplification factor at 0.2 second <br />Fv null -See Section 11.4.8 Site amplification factor at 1.0 second <br />PGA 0.565 MCEG peak ground acceleration <br />FPGA 1.2 Site amplification factor at PGA <br />PGAM 0.678 Site modified peak ground acceleration <br />TL 8 Long-period transition period in seconds <br />SsRT 1.325 Probabilistic risk-targeted ground motion. (0.2 second) <br />SsUH 1.436 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration <br />SsD 1.887 Factored deterministic acceleration value. (0.2 second) <br />S1RT 0.472 Probabilistic risk-targeted ground motion. (1.0 second) <br />S1UH 0.512 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. <br />S1D 0.651 Factored deterministic acceleration value. (1.0 second) <br />PGAd 0.775 Factored deterministic acceleration value. (Peak Ground Acceleration) <br />PGAUH 0.565 Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration <br />CRS 0.922 Mapped value of the risk coefficient at short periods <br />CR1 0.921 Mapped value of the risk coefficient at a period of 1 s <br />CV 1.365 Vertical coefficient <br />4 of 26