Two-Span Beam Made of Reinforced Concrete
Model to Download
This two-span beam explains the option to change the preset size of the combo box individually.
Model Used in
- Updated User Interface for Individual Adjustment of RFEM
- Updated User Interface for Individual Adjustment of RSTAB
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- Downloads 12x
- Updated 25 January 2021
Parametrized Model for Four Different Time History Analyses of Remote Explosion | Knowledge Base Article 001660
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.
- Are the Dlubal Software programs suitable for the analysis and design of hydraulic steel structures?
- Can I quickly optimize all cross-sections in my model by using internal forces?
- In connection with the analytical SLS calculation, I get implausibly large values for the crack width and deformation in the RF‑CONCRETE add-on modules. What is the cause and how can I fix the problem?
- Is it possible to export the results from RF‑CONCRETE Surfaces to Excel? For example, I would need the steel stress of serviceability design.
- Is it possible to adjust the initial values of the temperature courses entered for the fire resistance design? For example, I would like to adjust the initial value of the moisture content.
- Where do I find the setting to specify the entered structural component as a "wall" or "floor"?
- "During the calculation of material non-linearity, the material with a decreasing branch of the diagram can be calculated with one load increment only." Why do I get this error?
- How can I change the size of reinforcement bars from the American code (#3,#4, and so on) to millimeters in RF‑CONCRETE Members while using ACI?
- Is it also possible to design flat slabs in RF‑TENDON and RF‑TENDON Design?
- In the case of a nonlinear calculation for the serviceability limit state designs, I get implausibly large values for the crack width and deformation in the RF‑CONCRETE modules (see Figure 01). What is the cause and how can I fix the problem?