Two-Span Beam Made of Reinforced Concrete
Model to Download
Description
This two-span beam explains the option to change the preset size of the combo box individually.
Model Used in
Keywords
Toolbar View GUI USER INTERFACE Description
Links
- Updated User Interface for Individual Adjustment of RFEM
- Updated User Interface for Individual Adjustment of RSTAB
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- Views 74x
- Downloads 12x
- Updated 25 January 2021
Disclaimer
New
The description of load cases, load combinations, or result combinations is often longer than fits the size of the drop‑down combo box with the load cases etc. in the toolbar of RFEM or RSTAB.
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.
- 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?
