Seismic Analysis

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Seismic Analysis

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Basic Parameters

Name
Value
Description
SS
MCER ground motion (period=0.2s)
S1
MCER ground motion (period=1.0s)
SMS
Site-modified spectral acceleration value
SM1
Site-modified spectral acceleration value
SDS
Numeric seismic design value at 0.2s SA
SD1
Numeric seismic design value at 1.0s SA

Additional Information

Name
Value
Description
SDC
Seismic design category
Fa
Site amplification factor at 0.2s
Fv
Site amplification factor at 1.0s
CRS
Coefficient of risk (0.2s)
CR1
Coefficient of risk (1.0s)
PGA
MCEG peak ground acceleration
FPGA
Site amplification factor at PGA
PGAM
Site modified peak ground acceleration
TL
Long-period transition period (s)
SsRT
Probabilistic risk-targeted ground motion (0.2s)
SsUH
Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years)
SsD
Factored deterministic acceleration value (0.2s)
S1RT
Probabilistic risk-targeted ground motion (1.0s)
S1UH
Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years)
S1D
Factored deterministic acceleration value (1.0s)
PGAd
Factored deterministic acceleration value (PGA)
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The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design.

Disclaimer

Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services.

While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report 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. ATC does 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 report 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 report.

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MCER Horizontal Response Spectrum

Design Horizontal Response Spectrum

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