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SEISMIC LOADS LATERAL LOAD FLOW FRAMES and SHEAR WALLS

SEISMIC LOADS LATERAL LOAD FLOW FRAMES and SHEAR WALLS. SEISMIC LOAD. Determine Spectral Response Parameters at design location. At 37.80 N , -122.37 W : Ss = 1.50 S 1 = 0.60. Determine Site Coefficients. Site Class : D Ss > 1.25 Fa = 1.0 S 1 > 0.5 Fv = 1.5.

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SEISMIC LOADS LATERAL LOAD FLOW FRAMES and SHEAR WALLS