Reinforced concrete building
Model to Download
Description
Model of a reinforced concrete building.
Model Used in
- Event 001871 | Training in Leipzig | Eurocode 2 | Reinforced concrete design for beam and plate structures according to DIN EN 1992
- Event 002135 | Eurocode 2 | Reinforced concrete structures according to DIN EN 1992-1-1
- Event 002136 | Eurocode 2 | Reinforced concrete structures according to DIN EN 1992-1-1
Submodels
Keywords
Reinforced concrete building Column horizontal beam
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- Views 245x
- Downloads 38x
- Updated 8 November 2020
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Screenshots
Product Features Articles
Material Model Orthotropic Masonry 2D
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Frequently Asked Questions (FAQ)
- Are the Dlubal Software programs suitable for the analysis and design of hydraulic steel structures?
- 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 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?
- How do I display some results of all load cases in the printout report, but other results of the selected load cases only?
- Are the models and presentations from Info Day 2019 freely available, and can you send them to me?
- For a tapered member, I get the error message "Invalid (incompatible) arrangement ...". What can I do?
- How can I teach the program that it automatically increases the longitudinal reinforcement when calculating the deflection of the slabs so that the specified deflection is met?
