mrengineer
Structural
I may be doing the design of a post-tensioned garage, which I have not done for some time. My intention is to have the post-tensioning supplier design both the mild and post-tensioned reinforcing for the beams and slabs, and I would do the lateral load design and column design. I am interested in any comments on this approach, and in particular would appreciate if you could provide a thumb-nail outline of how you would interface with the post-tension supplier on obtaining shears and moments for the column design. I anticipate that the post-tension supplier would be using "Adapt" and I would be using Risa-2D.