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FAQ 004155 EN

22 October 2019

Gerhard Rehm Results RFEM RSTAB

I want to get the support or member end release exceeding a certain size without any bending moment. How to do it?

Answer

To be able to consider this non-linearity, it is possible to use the "Partial Activity" function (see Figure 01). This way you can define the limit moment beyond which any other moments will be taken into account.

Keywords

Moment Partial activity Yielding from release moment

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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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RSTAB 8.xx

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The structural engineering software for design of frame, beam and truss structures, performing linear and nonlinear calculations of internal forces, deformations, and support reactions

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