Hello,
I have a relatively simple 2-story composite beam floor that I would like to optimize in RAM Structural System. I have a single generic surface load applied to the entire floor, but it is not being considered at all by the steel beam or steel column module. It is currently only considering dead load. I have not run in to this issue before.
Does anybody have any ideas? I'm sure it's something obvious that i'm missing.
Thank you.
