- The online training provides solutions to current questions.
- Our speakers have many years of practical experience and are experts in their field.
- Gain valuable program insight for increased company efficiency and decreased overhead costs.
- You have no additional costs for travel, accommodation, etc.
Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
Online Training Information
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
Price195.00 EUR net, excluding VAT
Member Design Basics
Surface Design Basics
Punching Shear Design
|-||Tips & Tricks|
A reliable internet connection is required to participate. Basic user knowledge in RSTAB or RFEM is also required. The online training is carried out in RFEM and the associated add-on modules.
During the training, each participant can ask questions via chat at any time.
Each participant will receive the following after the event:
Training presentation (PDF)
RFEM model examples
Training video recording
This information will allow the participant to independently revisit the training step-by-step for further review.
In order to take part in the online training, the participant will automatically receive the login information after the event registration.
Dipl.-Ing. (FH) Adrian Langhammer
Product Engineering & Customer Support
Dipl.-Ing. (FH) Paul Kieloch
Product Engineering & Customer Support
Do you have any questions about a group training course? Contact us via phone, email, chat, or forum.
If you are interested in a specific topic not included in a group training, consider an Individual Training.Individual Training
"I have watched the webinar recording "Design of Cross-laminated Timber Panels (CLT) According to Eurocode 5" on YouTube and I am impressed by about the program and the very good presentation.
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.
- Why is it not possible to select "ULS," "SLS," or "ULS/SLS" for the "required reinforcement"? I cannot find the selection for this anymore.
- 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?
- Can the RFEM 6 Concrete Design add-on automatically design member and surface reinforcement?
- Can I define a different bar size in the RFEM 6 Concrete Design add-on other than the default bar sizes available in the drop-down?
- I would like to perform punching design of a floor slab. I have selected nodes for the design, but they are marked as invalid. Where did I make a mistake?
- Why are the members not valid for the Concrete Design add-on?
- Where can I activate creep for concrete design?
- What is the meaning of the two terms "Factorize provided reinforcement" and "Optimize provided reinforcement" in the concrete design?
- Why is it not possible to select the user-defined additional reinforcement for the serviceability limit state design in RF‑CONCRETE Surfaces?
- What is the maximum number of reinforcement groups that can be created in a design case in RF‑CONCRETE Surfaces?