How can I model a plane frame that is self-rigid and hinged to columns?


In 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.

The nodes to be released are the respective corner nodes with a moment hinge as a member hinge. The released objects are the horizontal members in the frame plane that are connected to the corner nodes.


Nodal release Member hinge Release



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RFEM Main Program
RFEM 5.xx

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Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements

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