SEISMIC LOAD ANALYSIS - Memphis
• Provide 5% damped firm rock (Site Class B) spectral accelerations S s and S 1 or 2% in 50 year probability or 1.5 times deterministic peak in areas of western US • Modified for other site conditions by coefficients F v and F a to determine spectral coefficients S MS and S M1 • Divided by 1.5 to account for expected good performance.
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