I haven't used STAAD in quite a few years and I'm using for a particular project by client request. Just started with the Connect edition.
I started by creating an analytical model. Maybe that was a mistake . . I'm having a difficult time figuring out how to design the steel members? Is this not an option when starting with the analytical model? It's a sizable model and I'd rather not go back and restart as a physical model, but I do need to do AISC checks on the members.
Hope this isn't too basic. Thanks!