Eathquake Lateral Forces ASCE7-05 / IBC 2006
Earthquake Lateral Forces according ASEC7-05 / IBC 2006:
Building Location Cairo
Soil Profile Description - TABLE 20.3-1
Site Class - TABLE 20.3-1
Site coefficients Fa, Fv TABLE 11.4-1, TABLE 11.4-2
Design Spectral Acceleration Parameters:
Structure Type Concrete moment-resisting frames TABLE 12.8-2
TL = long-period transition period
R Response modification coefficient TABLE 12.2-1
Building Occupancy Category Table 1-1
I (Importance Factor) TABLE 11.5-1
W Building Total Wgt.
Calculation of Equivalent Lateral Force according Clause 12.8:
a- Calculation of Seismic Response Coefficient Cs according 184.108.40.206:
b- Calculation of Seismic Base Shear V according Clause 12.8.1
Steel Designers Manual
29 Jun 2012
17 Nov 2014
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