FAQ 002346 EN 1 December 2017

Modeling | Structure RFEM RSTAB

Why are there no failing bars (tie rod, push rod, bending rod) when selecting the rod type?

Answer

You have created a 2D system with disk bearing action [2D - XY (u Z / φ X / φ Y )]. Here, the failures are not activated and are therefore not required. Therefore, these rod types are not available.

Keywords

Failure tie rod push rod buckling bar

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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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