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HomeMy WebLinkAboutU.S. SEISMIC DEISGN MAPS - 23-00006 - Hibbard Elemenatry - Fire Sprinkler12/22/22, 8:03 AM U.S. Seismic Design Maps https://www.seismicmaps.org 1/3 2413 N 3000 W, Rexburg, ID 83440, USA Latitude, Longitude: 43.8607361, -111.8383395 Date 12/22/2022, 8:03:28 AM Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type Value Description SS 0.35 MCER ground motion. (for 0.2 second period) S1 0.139 MCER ground motion. (for 1.0s period) SMS 0.532 Site-modified spectral acceleration value SM1 0.323 Site-modified spectral acceleration value SDS 0.355 Numeric seismic design value at 0.2 second SA SD1 0.215 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category Fa 1.52 Site amplification factor at 0.2 second Fv 2.322 Site amplification factor at 1.0 second PGA 0.148 MCEG peak ground acceleration FPGA 1.504 Site amplification factor at PGA PGAM 0.223 Site modified peak ground acceleration TL 6 Long-period transition period in seconds SsRT 0.35 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 0.37 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.5 Factored deterministic acceleration value. (0.2 second) S1RT 0.139 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.146 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.5 Factored deterministic acceleration value. (Peak Ground Acceleration) PGAUH 0.148 Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration CRS 0.946 Mapped value of the risk coefficient at short periods 12/22/22, 8:03 AM U.S. Seismic Design Maps https://www.seismicmaps.org 2/3 Type Value Description CR1 0.953 Mapped value of the risk coefficient at a period of 1 s CV 0.933 Vertical coefficient 12/22/22, 8:03 AM U.S. Seismic Design Maps https://www.seismicmaps.org 3/3 DISCLAIMER While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this website.