Modeling and Design of CLT Panels in RFEM 6
Information About the Free Webinar
Everything I Expected and More
"RFEM is everything I expected and more. I’m having a blast learning the software and the webinars are fantastic."
Nicholas J. Greven P.Eng.
23 July 2019
This webinar shows how to model and design cross-laminated timber plates, walls, and panels in RFEM 6.
Recorded Webinar
Date | Time
Event Language
EnglishTime Schedule
| 0:00 | Introduction |
| 2:30 |
Design of CLT panels, plates, and walls
|
| 43:05 | Concept of Multilayer Surfaces Add-On in CLT Design |
| 45:15 |
Result evaluation
|
Presentation Models to Download
Below, under Models to Download, you will find the models used in the webinar. This will allow you to independently follow the webinar step by step with the provided models.
Speakers
Dipl.-Ing. (FH) Andreas Hörold
Marketing & Public Relations
Mr. Hörold takes care of the Dlubal Software website, creates press releases as well as marketing materials, and is the moderator of the German and English webinars.
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.
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.
Keywords
Free Webinar RFEM 6 RSTAB 9 CLT Timber structure Timber design EC 5 Eurocode 5
Downloads
Links
- More About RFEM 6
- More About RSTAB 9
- Timber Design Add-on for RFEM 6 / RSTAB 9
- Add-Ons for RFEM 6 and RSTAB 9
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Contact Us
Do you have any questions about our webinars? Need advice on which webinars are best for your upcoming design project? Contact us via phone, email, chat or forum or find suggested solutions and useful tips on our FAQ page, available 24/7.
Timber Member Compression Perpendicular to the Grain acc. to NDS 2018 and CSA O86:19
A standard scenario in timber member construction is the ability to connect smaller members by means of bearing on a larger girder member. Additionally, member end conditions may include a similar situation where the beam is bearing on a support type. In either scenario, the beam must be designed to consider the bearing capacity perpendicular to the grain according to the NDS 2018 (Sect. 3.10.2) and the CSA O86:19 (Clause 6.5.6 and 7.5.9). In the new generation RFEM 6 and Timber Design add-on, the added feature 'design supports' now allows users to comply with the NDS and CSA bearing perpendicular to the grain design checks.
- The load distribution on my members looks different when using the Load Transfer surface vs. the Load Wizards. What is the reason?
- How can I efficiently define line hinges on several surfaces?
- Why cannot I define a rotation when defining layers?
- How do I create an imperfection based on a mode shape in RFEM 6?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
- Why does the eHORA map of Austria give different snow loads than your Geo-Zone tool?
- How can I carry out case-related design for different load situations?
- 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?
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