FAQ 000233 EN
Did you find your question?
If not, contact us via our free e-mail, chat, or forum support, or send us your question via the online form.
In the case of using the slow‑curing concrete (usually for thick components), you can reduce the calculated minimum reinforcement by a factor of 0.85 to apply the load due to restraint, according to EN 1992‑1‑1, Section 7.3.2.
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.
- Why do I get the error message 10203 for a result beam when performing design with RF‑CONCRETE Members?
How can I retrospectively reduce the determined provided longitudinal reinforcement in RF‑CONCRETE Columns?
- Is it possible to set the parameters for the shrinkage and creeping calculation in RF‑CONCRETE Members?
- I get a message saying that my material does not meet the requirements of the current standard. How can I correct it?
- Is it possible to design bidirectional ribbed plates, unidirectional ribbed plates, or hollow core slabs in RFEM?
- Can I simulate the cracked state of a concrete cross-section for a bending beam with the "Isotropic Nonlinear Elastic 1D" material model?
- Why is the deflection of the reinforced concrete floor sometimes greater when selecting a larger basic reinforcement?
- How can I view the depth of the concrete compression zone in RF‑/CONCRETE?
- How do you define the descriptions of various reinforcement results,such as the required reinforcement?
- How are the creep and shrinkage for columns considered in RF‑CONCRETE Members?