In a mixed system of members and surfaces, I have a frame whose beams have got member end releases. The moment diagram of the beams looks strange.
What is the reason for that?


If the beams and the surface are in the same plane, they are firmly connected to each other.

Although the member end has a member end release, it is already rigidly connected to the surface in the next FE element and shares the load transfer with the surface by means of bending. To avoid restraining end moments, the surface must also have a line hinge.


Member end release Bending moment Result diagram Mixed system

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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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