What is the latest on designing steel members in staad pro using AISC and physical members? It seems like you can design steel based on physical member properties for some codes, but not AISC, is that correct?
Is this video current with the work flow for designing steel members LINK? This video discusses some short cuts as far as being able to select physical members, but says that it is still not automated. However, they do present a macro for deflection. Is this available?