FAQ 004400 EN
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You can make various settings in order to achieve a clearly‑arranged display of the result values. For example, some users may not want the white background in text bubbles. You can adjust the background in ‘Display Properties’ using the option Transparent and Background color.
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.
Is it possible to specify shrinkage effects as loads?
- Four surfaces have identical loads, but they show different negative moments at the support location. Is this an error?
- When should the punching load be determined with the (un)smoothed distribution of the shear forces at the critical perimeter?
- Is it possible to design bidirectional ribbed plates, unidirectional ribbed plates, or hollow core slabs in RFEM?
- Is it possible to set user-defined values when viewing solid stress results?
- How are the signs for the release results of a line release and line hinges interpreted?
- Why is the deflection of the reinforced concrete floor sometimes greater when selecting a larger basic reinforcement?
- What is the best way to consider steel fiber reinforced concrete with the structural analysis program RFEM?
- How is the position of the additional reinforcement considered in RF‑CONCRETE Surfaces when determining hc,ef?
- 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?
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