I have defined a nodal release but it seems the internal forces are fully transferred to the released object. 


Please double check if you have released the correct elements and the correct amount of elements. If you have only 2 beams connected to each other, please make sure you have released only one of them.


Nodal Release Transfer of Internal Forces

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RFEM Main Program
RFEM 5.xx

Main Program

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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