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Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
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 Timber Structure Design According to DIN EN 1995-1-1This training provides an introduction to timber structure design utilizing RFEM 6. The particularities of timber as a building material are discussed. After the 2D design is finished, the 3D design follows. In addition to the ULS checks, the SLS checks, fire design, and the more complex vibration design are explained.
Price
195.00 EUR zzgl. MwSt.Time Schedule
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Calculation Basis Presentation of RFEM 6 State of standardization with regard to EN 1995-1-1 |
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Structural Analysis According to EN 1995-1-1 Stress analysis Stability Deformation SLS |
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Spatial Modeling in 2D Positions Support pressure Stability analysis utilizing the equivalent member method and eigenvalue solver Fire design Vibration design of a plate |
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3D Modeling 2D model transfer to a 3D building ULS and SLS checks Comparison of design ratio and deformations Stability Vibration design |
The online training requires a fast and reliable internet connection. The online training is carried out in RFEM and the associated add-ons.
During the training, each participant can ask questions at any time using the chat option.
Each participant will receive the following after the event:
Participation certificate
Training presentation (PDF)
RFEM model examples
Training video recording
This will allow you to independently follow the training step by step after the event is complete.
After your registration is complete, you will receive a confirmation e-mail including information on how to join the training.
Speakers
Dipl.-Ing. (FH) Gerhard Rehm
Product Engineering & Customer Support
Mr. Rehm is responsible for the development of products for timber structures, and provides technical support for customers.
Dipl.-Ing. (FH) Bastian Kuhn, M.Sc.
Product Engineering & Customer Support
Mr. Kuhn is responsible for developing products for timber structures, and provides technical support for our customers.
Keywords
Online training Timber design Building design Eurocode 5 EC 5 Timber design Stability analysis Vibration verification Connection design Connection capacity
Links
- Timber Structural Analysis and Design Software
- Timber Design Add-on for RFEM 6 / RSTAB 9
- Stand-Alone Programs for Timber Structures
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Contact Us
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
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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
The fundamental requirements of a structural system are, according to the basis of structural design, sufficient ultimate limit state, serviceability, and resistance.
- Is it possible to design timber structures in RFEM or RSTAB?
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How can I modify the lamella thickness for a glulam section in RFEM 6?
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
- I would like to export nodal support forces of several load cases, load combinations and result combinations into an Excel spreadsheet in RFEM 6. How should I proceed?
- How do I create a user-defined Design Situation with my own chosen load combinations?
- How can I neglect torsion in the steel and timber design?
- How do I perform stability analysis to determine the critical load factor in RFEM 6?
- Where can I find the materials for the corresponding National Annexes in RFEM 6 and RSTAB 9?
- What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
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