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Eurocode 2 | Concrete structures according to EN 1992-1-1
Information about online training
Why Attend the Online Training?
Online group training sessions provide the opportunity to gain expert knowledge and to ensure you’re getting the most out of your Dlubal programs.
Date | Time
Price195.00 EUR incl. tax
Basics of the design in RF-CONCRETE Members
Basics of design in RF-CONCRETE Surfaces
Punching shear checks with RF-PUNCH Pro
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- Training certificate
- Training presentation for download
- Used models for download
- Video recording of the training
Dipl.-Ing. (FH) Adrian Langhammer
Product Engineering & Customer Support
Mr. Langhammer is responsible for the development of the add-on modules for reinforced cocrete, and provides technical support for our customers.
Dipl.-Ing. (FH) Paul Kieloch
Product Engineering & Customer Support
As technical support, Mr. Kieloch answers the questions of Dlubal Software customers, and is responsible for the development of the add-on modules for reinforced concrete structures.
- Concrete Structural Analysis & Design Software
- Product Description | RFEM add-on module RF-CONCRETE Deflect
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Models to Download
Knowledge Base Articles
Product Features Articles
The nonlinear calculation is activated by selecting the design method of the serviceability limit state. You can individually select the analyses to be performed as well as the stress-strain diagrams for concrete and reinforcing steel. It is possible to influence the iteration process by the control parameters of the convergence accuracy, the maximum number of iterations, the arrangement of layers in relation to the cross-section depth, or the damping factor.
You can set the limit values in the serviceability limit state individually for each surface or a surface group. Allowable limit values are defined by the maximum deformation, the maximum stresses, or the maximum crack widths. The definition of the maximum deformation requires an additional specification whether the non-deformed or the deformed system should be used for the design.
The nonlinear calculation can be applied to the ultimate and the serviceability limit state design. In addition, you can specify the concrete tensile strength or the tension stiffening between the cracks. It is possible to influence the iteration process by the control parameters of the convergence accuracy, the maximum number of iterations, and the damping factor.
Frequently Asked Questions (FAQ)
- Does the required reinforcement in the Results navigator correspond to the design of ultimate limit state or serviceability limit state, or both?
- Why is it not possible to select "ULS," "SLS," or "ULS/SLS" for the "required reinforcement"? I cannot find the selection for this anymore.
- I get in the module RF-CONCRETE Surfaces at the steel stress detection in Limit state of serviceability (GZG) an unacceptability and no values for the steel stresses are issued. In addition, message 239) is output. Why is that?
- How can I perform the design of the tension resistance of a smooth column in a smooth bucket column base, that is, the design against pulling out the column?
- 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?
- How do you define the descriptions of various reinforcement results,such as the required reinforcement?
- How are the creep and shrinkage for columns considered in RF‑CONCRETE Members?
- Why do I get such a small amount of reinforcement for the upstand beam? The amount of reinforcement for the downstand beams is significantly larger.
- 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.
- How can I export the reinforcement results from RF‑CONCRETE Surfaces to Excel?
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements
Design of reinforced concrete members and surfaces (plates, walls, planar structures, shells)
Reinforced concrete design according to the model column method (method based on nominal curvature)
Physical and geometrical nonlinear calculation of beam and plate structures consisting of reinforced concrete
Analytical deformation analysis of plate structures consisting of reinforced concrete
Punching shear design of foundations and slabs with nodal and line supports