Hello, my friend JoshPlum. I didn't write early because I was reading the RISA-3D and SAP2000 user's guides. After that I'm very disappointed about RISA-3D concrete design. First, I verified without any doubt that RISA-3D not consider torsion in beam or column design. Torsion is very important...
I didn't assume steel reinforcing for the concrete members in SAP2000 or RISA-3D. I know I can do that in RISA-3D creating a Rebar Layout and then assigning to the design property of the concrete members, and in SAP2000 in the concrete reinforcing information of the Definition of the Concrete...
I have a doubt about concrete beams and columns design in RISA-3D. When I show the Detail Report of some of those elements it prompts a message like this: "Beam (or Column) Design does not consider any 'T' & 'My' Moments, nor 'A' & 'Vz' Forces". I made a same model of a structure in RISA-3D and...
