Reinforced Concrete Slab
Model to Download
Description
Based on this model, various options for defining point and surface supports in RFEM were explained.
Model Used in
Keywords
Lagerdefinition Nonlinearity Storage Failure of support
Links
Write Comment...
Write Comment...
Disclaimer
New
Extended Options for Support Definition
In RFEM, there are various options for defining point and surface supports.
![Vertical Soil Stress under Corner Point of Uniform Rectangle Load [2]](/-/media/Images/website/img/000001-010000/009601-009700/009675.png?la=en&mlid=AEBCAC28C25A4A2F93F419D5DA4345C3&hash=C2A6383AD9BEC4A6A8EB68C3F997CE680E35D3AC)
![Vertical Soil Stress According to Boussinesq [2]](/-/media/Images/website/img/000001-010000/009601-009700/009674.png?la=en&mlid=6A2CE5FBD4C1471CB9163F4CD95C1105&hash=47163D27466542FC24133FADC006A9D2E2FD490F)
![Distribution of Vertical Soil Stresses and Related Settlement under Uniformly Distributed Load from [2]](/-/media/Images/website/img/000001-010000/009601-009700/009676.png?la=en&mlid=0F1EF7232A7141658DA9FC03757AD39F&hash=16731A6B41D9FDEB3B3EA4C39AC534791DB85C35)
![Time-Dependent Settlement Components [2]](/-/media/Images/website/img/000001-010000/009601-009700/009673.png?la=en&mlid=136EB2E10159447D9AA4FCBA2CAAFFAC&hash=FE51BA31D459E02FBB24C2B80C4445E604F92FA9)
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 are the signs for the release results of a line release and line hinges interpreted?
- How can I create a curved or arched section?
- Why is the deflection of the reinforced concrete floor sometimes greater when selecting a larger basic reinforcement?
- I have a question about the message No. 47 in RFEM. What is the exact meaning of the word "integrate"? What is the resulting effect?
- How can I get the member end forces to design the connections?
- 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?
- How is the position of the additional reinforcement considered in RF‑CONCRETE Surfaces when determining hc,ef?
- How is the support spring calculated for a wall?
