Reinforced Concrete Structure
Model to Download
This model was used to explain the visualization of the surface thicknesses in the model with different colors.
Model Used in
- Knowledge Base 000739 | Setting Color Scale of Thicknesses in Panel
- Knowledge Base 000790 | Transfer of printout report templates and report headers
- Knowledge Base 000700 | Transparency intensity
- Video 002407 | KB 000739 | Setting Color Scale of Thicknesses in Panel
- Video 002412 | KB 000790 | Transfer of printout report templates and report headers
- Video 002423 | KB 000700 | Transparency intensity
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 to calculate the static depth d when designing the bending of block foundations (calculation as an equivalent beam)?
- 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?
- I would like to perform the punching shear design on a column with connected downstand beams as a wall corner or Perform wall end. However, the module applies an internal column. Is it possible to adjust it?
- Is it possible to design bidirectional ribbed plates, unidirectional ribbed plates, or hollow core slabs in RFEM?
- Why are the values of a column base, head or center on the individual columns only displayed partially for the results from the calculation in RF‑CONCRETE Columns?
- Is it possible to set user-defined values when viewing solid stress results?
- How can I create a curved or arched section?
- How are the signs for the release results of a line release and line hinges interpreted?
- Why is the deflection of the reinforced concrete floor sometimes greater when selecting a larger basic reinforcement?