Basic Combination for Strength design with seismic load (ASCE-7-2005)
- (1.2+0.2Sds) D+Ω₀Qe+L+0.2S
- (0.9-.2Sds) D+ Ω₀Qe+1.6H
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How to input overstrengh factor(Ω₀) also how to determine Qe for load combination in staadpro
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