FAQ 002324 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.
- How are the creep and shrinkage for columns considered in RF‑CONCRETE Members?
- How can I display the vertical deformation of a column in state II? I cannot find this setting for the serviceability limit state design.
- Is it possible to use high-strength reinforcement or high-strength reinforcing steel in the RF‑CONCRETE add-on modules?
- I cannot find DIN 1045 in the add‑on module for concrete, but I need it for an existing building. What can I do?
- Is it possible to use your own materials in RSTAB or RFEM in the add-on module "Concrete Reinforced Concrete Design"?
How can I retroactively reduce the determined existing longitudinal reinforcement in RF CONCRETE Columns?
Is it possible to specify shrinkage effects as loads?
Which units are specified in the result display of the support reactions (kN or kN/m)? A note about this is missing in the graphic.
In the case that the support reactions are given in kN/m, for which distance does the value apply?
- Where do I find the setting to specify the entered structural component as a "wall" or "slab"?
- The four plates, identically loaded, show different negative moments at the point of support. Is this a mistake?