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