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.
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 can I view the depth of the concrete compression zone in RF‑/CONCRETE?
- How can I display the vertical deformation of a column in state II? I cannot find this setting for the serviceability limit state design.
- For the design of a ring beam, I usually have Mz moments, which causes the formation of the compression and tension zone on the right and left of the cross-section. However, the reinforcement in CONCRETE is arranged at the top and bottom of the cross-section. How can I set the reinforcement to be arranged on the right and left?
- When calculating deformations in RF‑CONCRETE Members, I get jumps in the deformation diagram. Why?
- In connection with the analytical SLS calculation, I get implausibly large values for the crack width and deformation in the RF‑CONCRETE add-on modules. What is the cause and how can I fix the problem?
- Is it possible to take a user-defined national annex as a basis for concrete design?
- Is it possible to adjust the initial values of the temperature courses entered for the fire resistance design? For example, I would like to adjust the initial value of the moisture content.
- Regarding a nonlinear analysis of reinforced concrete, is there any feature in the program that increases the load until failure? Or is there any way how to describe the load increment until failure?
- Is it possible to use high-strength reinforcement or high-strength reinforcing steel in the RF‑CONCRETE add-on modules?
- Why is there only displayed the total reinforcement in the Results navigator under "Required Reinforcement", and not the top and bottom reinforcement separately?
Design of reinforced concrete members and surfaces (plates, walls, planar structures, shells)
Linear and nonlinear analysis of reinforced concrete members with reinforcement concept