- This online training provides solutions to your current design projects.
- Our qualified training instructors have the necessary expertise and experience.
- Gain valuable program insight for increased company efficiency and decreased overhead costs.
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Eurocode 2 | Concrete structures according to DIN 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
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 by means of the structural analysis software RFEM and the relevant add-on modules.
The application of the additional modules for dimensioning according to EC 2 will be explained using selected practical examples. The ultimate limit state load capacity (ULS), serviceability (ULS), stability analysis and punching-through are themes which are dealt with.
Price
195.00 EUR net, excluding VATTime 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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Additional information
A reliable internet connection is required to participate. Basic knowledge in the use of RSTAB or RFEM is also required. The online training is carried out using RFEM with the associated add-on modules.
During the training, each participant can ask questions via chat at any time.
Each participant receives after the event
- Training certificate
- Training presentation for download
- Used models for download
- Video recording of the training
This allows the participant to go through or understand the training independently step by step by means of the presented models.
In order to take part in the online training, the participant will receive the login information in time.
Speakers
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.
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
- Link 2
- Product Description | RFEM add-on module RF-CONCRETE Deflect
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Just contact us via our free e-mail, chat, or forum support.
If you are interested in a specific topic that is not included in a group training, please ask for an Individual Seminar.
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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
18 February 2020
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Models to Download
Knowledge Base Articles
Assumptions for the Effective Tensile Strength Connected with Determining the Minimum Reinforcement According to DIN EN 1992-1-1 7.3.2
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.Screenshots
![Relaxation Losses for 0.7 ∙ fpk According to EN 1992-1-1 [1]](/-/media/Images/website/pages/solutions/online-tools/glossary/000211/2707400.png?la=en&mlid=C2E80B587F7242A5B9D48A27B3803F4A&hash=84B55B3692A5095DA137C1786A9ECBC8D7A7D223)
Product Features Articles
RF-CONCRETE NL | Input
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.
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, i.e. the design against pulling out of 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?
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