- Online trainings provide solutions to your design projects.
- Receive guidance from experienced Dlubal instructors.
- Gain valuable program insight, increase efficiency, and improve workflows.
- Virtual trainings are cost-effective, flexible, and convenient.
Eurocode 2 | Concrete structures according to EN 1992-1-1
Information about online training
Why An 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
Event Language
EnglishContent
Price
195.00 EUR incl. taxTime Schedule
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Basic information
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Combinatorics
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Basics of the design in RF-CONCRETE Members
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Basics of design in RF-CONCRETE Surfaces
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Punching shear checks with RF-PUNCH Pro
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Serviceability
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Stability Analysis
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- | Tips & Tricks |
Additional information
- Training certificate
- Training presentation for download
- Used models for download
- Video recording of the training
Speakers

Dipl.-Ing. (FH) Adrian Langhammer
Product Engineering & Customer Support
Mr. Langhammer is responsible for the development of the area of reinforced concrete structures, and provides technical support to our customers.

Dipl.-Ing. (FH) Paul Kieloch
Product Engineering & Customer Support
Mr. Kieloch provides technical support to our customers and is responsible for the development in the area of reinforced concrete structures.
Keywords
Online training Reinforced concrete design Eurocode 2 EC 2 Load capacity Serviceability Deformation calculation Non-linear calculation Determination of crack width Punching through
Links
- Concrete Structural Analysis & Design Software
- Product Description | RFEM add-on module RF-CONCRETE Deflect
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If you are interested in a specific topic not included in a group training, consider an Individual Training.
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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.
RF-CONCRETE Members: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.
- Does the required reinforcement in the Results navigator correspond to the design of the ultimate or the serviceability limit state, or both?
- Why is it not possible to select "ULS", "SLS", or "ULS/SLS" for the "required reinforcement"? I can no longer find the selection for this.
- In the RF‑CONCRETE Surfaces add-on module, I get a design failure for the serviceability limit state (SLS) and no values are displayed for the steel stresses. Also, Message 239) is displayed. Why?
- How do I apply the ASCE 7 Orthogonal Directional Combination procedure (100% + 30% rule) to my seismic load in a static analysis?