Hello,
I am analying this simple model. Here the vertical post is made of plate element. Flanges of web is made of beam and web is made of plate element. I have connected the cantilever to post by pin connection ( element of cantilever is free in rotation. Is it okay ??). A beam is connecting top of the post and cantilever with pin connection. I have released the rotation of the beam MZ ).
Now, but the element of the post where beam is pinned is showing very high stresses. (It is not practical). Beam element is pinned to only single node of the element.
Please help. How to model is better ??? I don't know much about master slave connection.
