I dont have a lot of faith in his engineering skills. I know his answer to that question will be that the roof diaphragm is fine, but even with that, I am not all that pleased about this design item.
Brad
I am completing the structural design of the precast concrete components for a building. In one area I have two 40' long beams that support a lower roof at the bottom of the beam and an upper roof at the top of the beam. The problem I am having is the Engineer of Record has indicated that the...