Keywords
Rigid member Nonlinearity Tension member Compression member Failure under tension Failure under compression
Downloads
Links
- Online Manual RFEM: 4.20 Member Nonlinearities
- Online Manual RFEM | 4.14 Member Hinges - Nonlinearities
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Knowledge Base Articles

Snow Load on Monopitch and Duopitch Roofs
In Germany, DIN EN 1991-1-3 with the National Annex DIN EN 1991-1-3/NA regulates the snow loads.Screenshots
Product Features Articles

Material Model Orthotropic Masonry 2D
The material model Orthotropic Masonry 2D is an elastoplastic model that additionally allows softening of the material, which can be different in the local x- and y-direction of a surface. The material model is suitable for (unreinforced) masonry walls with in-plane loads.
Frequently Asked Questions (FAQ)
- I would expect the results from my load combination (CO) set to a linear analysis to equal the summation of the results from my load cases (LC) also set to a linear analysis. Why do the results not match?
- How do I display the nodal displacements graphically?
- Are the models and presentations from Info Day 2020 freely available, and can you send them to me?
- Why do I obtain great differences in results for both the deformation and the bending moments when applying inclination by using imperfection to a single member and an articulated set of members with the same total length?
- Are the models and presentations from Info Day 2017 freely available, and can you send them to me?
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When trying to import a model from AutoCAD into RFEM, I am getting the error message "3DSOLID or REGION entity detected. Those entities are written in binary format, so import is not possible."
What does this mean? - Is it possible to perform automatic live load reduction in RFEM or RSTAB per the ASCE, IBC, or NBCC?
- Is the Gust-effect (G or Gf) from the ASCE 7-16 Sect. 26.11 considered in RWIND Simulation?
- When designing seismic equivalent loads with a Response Spectra Analysis (RSA) in RFEM, how can I apply the modal response parameters Ie/R according to Sect. 12.9.1.2 in the ASCE 7-16 to my results?
- Where do I find the setting to specify the entered structural component as a "wall" or "floor"?