FAQ 004354 EN
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Distribution of Required Reinforcement Without Minimum Longitudinal Reinforcement According to Standard
Distribution of Required Reinforcement Incl. Minimum Longitudinal Reinforcement According to Standard
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 can I no longer display the intermediate results in RF‑CONCRETE Members?
- Can I use RF‑CONCRETE Surfaces to determine the steel mass for the inserted reinforcement?
- When opening an RFEM file, the entries in RF‑CONCRETE Surfaces are lost. Is it possible?
- Where in RF‑CONCRETE Members can I display the location of the neutral axis or the neutral axis depth of concrete for a cross-section?
- I have activated the minimum longitudinal reinforcement in RF‑CONCRETE Members. Will this be displayed in the graphical display of the required reinforcement at the top or bottom?
- In RF-CONCRETE Members, I get an error message saying that the steel cross-section is not designable. What is the reason for this message?
- How to calculate the static depth d when designing the bending of block foundations (calculation as an equivalent beam)?
- I have defined temperature loads, strain loads, or a precamber. As soon as I modify stiffnesses, the deformations are no longer plausible.
- Can the properties, such as B. the cross -section or the surface thickness as well as the material of a surface of an existing element for a new element?
- When should the punching load be determined with the (un)smoothed distribution of the shear forces at the critical perimeter?
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
The structural engineering software for design of frame, beam and truss structures, performing linear and nonlinear calculations of internal forces, deformations, and support reactions
Linear and nonlinear analysis of reinforced concrete members with reinforcement concept
Design of reinforced concrete members and surfaces (plates, walls, planar structures, shells)