As per ASCE 7-16, I am using following load combination. Where Emh =Ω0*Qe. where Qe is effects of horizontal seismic forces from V. But, I am not understanding, how to calculate Qe

1.2D + Ev + Emh + L

0.9D − Ev+Emh

Where D is dead load, L is the live load, Ev is vertical

seismic load, and Emh is horizontal seismic load considering over-strength factor

Kindly suggest, how to do this combination

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