Concrete Column with Bucket Foundation
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Description
In RF-/FOUNDATION Pro, it is also possible to consider the concrete cover for the foundation according to EN 1992-1-1.
Model Used in
Keywords
Concrete Concrete cover Reinforcement Exposure class Minimum concrete cover Foundation Slab Bucket foundation Block foundation
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Setting the Concrete Cover in RF-/FOUNDATION Pro According to EN 1992-1-1
In RF-/FOUNDATION Pro, it is also possible to consider the concrete cover for the foundation according to EN 1992-1-1.
Material Model Orthotropic Masonry 2D
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.
- 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?
- I have defined temperature loads, strain loads, or a precamber. As soon as I modify stiffnesses, the deformations are no longer plausible.
- 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?
- I am getting the message that my material does not meet the requirements of the current standard. How can I correct this?
- 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?
- What should be considered when using a failure of columns under tension in the RF‑/DYNAM Pro – Equivalent Loads add-on module?
- Is it possible to set user-defined values when viewing solid stress results?
- How can I create a curved or arched section?
