shell element connection , steel frame
I am using ansys to model a 3d steel frame with perforated beams. the elements are modeled using shell281
I want to define the connection between the beam and column as a moment frame with semi rigid connection.
I am new user so anyone can help me with some general guiding or papers I can read about it, coz the tutorial i have found are not very helpful.
Thank you :)
I have attached an imagine of my frame
I have attached an imagine of my frame.
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