Hi I am doing a very simple analysis but I don't think this results make sense. I'm applying a compression of 39200 Pa to the top face of this steel beam with the following properties: 7800kg/m3 - 200GPa - 0,26. It has fixed constraints in the left and right lower edges, not the face, but the nodes, so it can have space below.
The problem is that in the Abs Displacement and X, Z specially I am getting results that I think are too much... I don't think a structural steel beam can be deformed like that with a pressure like of a concrete wall (approximate). The pressure I got it based on a 2000kg/m3 weight of concrete divided by the top beam area, but that is not the main point...
https://drive.google.com/open?id=1kwocb ... fWju9i03Io
Thanks in advance.