I would like to model a mat foundation in STAAD Foundation Advanced using the loads/reactions from the model in STAAD.Pro CE. I exported all the reactions from STAAD.Pro which came from repeat load cases that functioned as the load combinations for design. When I go to STAAD Foundation Advanced I realize that I cannot add additional loads to these load cases. Should I just export the primary load cases only and then generate load combinations within SFA? Can SFA generate load combinations including seismic in each direction, but with eccentricity in one direction only?
I also mistakenly hit "Update Table" without realizing that it updates the default load combinations. Is there a way to revert back to the default load combinations that come out of the box with installation?
Thanks.