Just a quick questions. Who do you feel is responsible for modeling reinforcing steel in a structural model. We are a structural consulting firm, and we obviously design our concrete with reinforcing. But we do not produce bar lists or bending diagrams, so as long as the reinforcing information is called up in the slab/beam/wall should we just leave the modeling of the reinforcing to the reinforcing supplier. We detail the rebar by line work in our sections.
What say you?