Try this....
First... define mass source --From Loads--Dead whit multiplier 1...
with live load aplied factor from codes from your country...
second.. for static analysis...Define-- static load cases... quake...user coeficient...and. base shear coeficient use...0.2g and ready.... remember static analysis shear V = W Cs, Cs = 0.2g your case...
regards.... sorry bad english
First... define mass source --From Loads--Dead whit multiplier 1...
with live load aplied factor from codes from your country...
second.. for static analysis...Define-- static load cases... quake...user coeficient...and. base shear coeficient use...0.2g and ready.... remember static analysis shear V = W Cs, Cs = 0.2g your case...
regards.... sorry bad english