Analytical Model of Eccentric Surface
Model to Download
Comparison of the moment distribution at a surface with eccentricity and a surface without eccentricity.
Model Used in
Determination of the degree of restraint of the column ends taking into account the stiffness of the connected beams
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?
- Is it possible to design bidirectional ribbed plates, unidirectional ribbed plates, or hollow core slabs in RFEM?
- Is it possible to set user-defined values when viewing solid stress results?
- How can I create a curved or arched section?
- I often edit the reinforcement provided by the program. Adjusting the reinforcement by using coordinates takes much effort and time if having several beams in the model. Is there any way to speed up the reinforcement editing?
- Which filter settings should be selected in the material library for concrete in order to perform design in RF‑CONCRETE according to the Swedish National Annex? In RFEM, there is no Swedish standard group available for the selection.
- What is the best way to consider steel fiber reinforced concrete with the structural analysis program RFEM?