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FAQ 004438 | How can I model a plane frame that is self-rigid and hinged to columns?
First Steps with RFEM
QuestionHow can I model a plane frame that is self-rigid and hinged to columns?
AnswerIn this case, it is recommended to use nodal releases. They allow for a transfer of bending moments in the frame plane as a transfer of axial and shear forces to the columns.
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