I'm getting a "Huge Displacements" warning on a simple RAM elements model. All all accounts, the model appears stable and the maximum nodal displacements are very very small, less than .1". Any suggestions on what might be causing this warning?

I'm curious what the most efficient method might be for quickly reviewing steel beam deflections for members designated at lateral beams in RAM SS? In the RAM Steel Beam module it is fairly easy to see beam deflections either case by case or by report…