FAQ 004371 EN-US
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In RF-PUNCH Pro, you have different options to determine the punching loads on wall corners and wall ends on the basis of the RFEM surface internal forces.
Setting for automatic determination and consideration of the surface load within the critical perimeter
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.
- In RF‑PUNCH Pro, I get the message No. 58 saying that the surface load inside the critical perimeter cannot be determined for result combinations. Why is this message displayed? How can I avoid it?
- How is the collapse reinforcement considered in RF‑PUNCH Pro?
- What is the best way to consider steel fiber reinforced concrete with the structural analysis program RFEM?
- How can I deactivate displaying symbols for the FE mesh refinement?
- What does the "Crack formation in the first 28 days" option means?
- I have recently purchased RSTAB with the CONCRETE add-on module. Can I use it to perform the stability analysis of reinforced concrete columns?
- How do I display some results of all load cases in the printout report, but other results of the selected load cases only?
- Is it also possible to subsequently deactivate the symbols for the FE mesh refinement in an existing graphic in a printout report?
- Why does the note 155) appear as a result of the reinforced concrete design of members for the existing stirrup reinforcement?
- Why do RF‑CONCRETE Members or CONCRETE determine a significantly higher provided reinforcement than the required reinforcement?
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
Punching shear design of foundations and slabs with nodal and line supports