ACI-318-08/UBC Load Combination States
1.2D+1.0E
Where E = Earthquake Load
UBC 97 Section 1630 States
E= p Eh + Ev,
Em= Omega Eh,
Where Eh = Base shear V.
My question is
1. Does Staad, Sap consider this equations when doing auto generation for load combination. because i checked staad...