Eccentric Surfaces
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Description
Keywords
Eccentricity Surface eccentricity Moment due to eccentricity Offset
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Disclaimer
Considering Member and Surface Eccentricities
In the case of a parallel offset of the structural plane of members and surfaces, or in the case of applying an axial offset to members, the function of eccentricities may be useful.
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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.
- How can I assign a common eccentricity to several different cross-sections at once?
- Why do I get low supporting moments for a single-span beam? There is an eccentricity assigned to the single-span beam.
- Why is it not possible to define eccentricity in the Z‑direction in my 2D model?
- How do you consider an offset of members at a particular connection point?
- 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 are the signs for the release results of a line release and line hinges interpreted?
