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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
Event Language
EnglishContent
Online Training on Reinforced Concrete Design According to DIN EN 1992-1-1
In this training, the verification of reinforced concrete structures according to the DIN EN 1992-1-1 standard is explained using the structural analysis software RFEM and the relevant add-on modules.
The add-on modules for concrete design according to EC 2 will be explained using relevant examples. The ultimate limit state (ULS), serviceability limit state (ULS), stability analysis and punching shear design will be covered during the training session.
Price
195.00 EUR net, excluding VATTime Schedule
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Basic Information RFEM 6 introduction |
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Load Combinations Load combinations for the ultimate and serviceability limit state designs |
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Member Design Basics Design specifications for member structures
Evaluation of results |
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Surface Design Basics Design specifications for surface structures Evaluation of results |
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Punching Shear Design Punching shear design and specifications
Evaluation of results |
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Serviceability Serviceability design for member and surface structures
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Stability Analysis Stability checks according to nominal curvature method
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| - | 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:
Participation certificate
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.
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 Nonlinear calculation Crack width Punching shear
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Impressed by Program and Presentation
"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.
Dipl.-Ing. Lothar Reichle
02/18/2020
When determining the minimum reinforcement for the serviceability limit state according to 7.3.2, the applied effective tensile strength fct,eff has a significant influence on the determined amount of reinforcement.
RF-CONCRETE Surfaces:
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.
- 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?
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In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?
- Where can I find the graphical results of punching shear in the concrete design? Especially the distribution of shear forces at the critical perimeter or the punching loads.
- Is it possible to display the reinforcement description in RFEM 6?
- 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?
- Where can I activate creep for concrete design?
- Why are the members not valid for the Concrete Design add-on?
- What is the meaning of the two terms "Factorize provided reinforcement" and "Optimize provided reinforcement" in the concrete design?
- Where can I find the graphical results of punching shear in the concrete design? Especially the distribution of shear forces at the critical perimeter or the punching loads.
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