Message | Material Does Not Meet Requirements of Current Standard
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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 design bidirectional ribbed plates, unidirectional ribbed plates, or hollow core slabs in RFEM?
- 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?
- Why do I get such a small amount of reinforcement for the upstand beam? The amount of reinforcement for the downstand beams is significantly larger.
- 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 see inconsistencies in the deflection diagram. Why?
- When determining internal forces in RFEM, I obtain compression axial forces that do not arise in the design internal forces in the design in RF‑CONCRETE Surfaces. Why, what is the reason?