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Seismic Design: E2

ASCE 7 seismic design parameters — response modification coefficients (R), overstrength factors, deflection amplification factors for seismic force-resisting systems

Civil Engineeringsystem id: E21 row
system idCd (dimensionless)R (dimensionless)categorydescriptionheight limit B ftheight limit C ftheight limit D ftheight limit E ftheight limit F ftomega 0 (dimensionless)source tablestandard
E256.5dual intermediate mfSpecial RC shear walls with intermediate RC MFNLNL1601001002.5Table 12.2-1ASCE 7-22

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