Stability and Warping Torsion Analyses in RFEM 6 and RSTAB 9
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.
07/23/2019
This webinar shows how to perform stability and warping torsion analyses for steel structures in RFEM 6 and RSTAB 9.
Recorded Webinar
Date | Time
Event Language
EnglishTime Schedule
| 0:00 | Introduction |
| 2:29 |
Calculation of critical load factors for entire model with and without 7 degrees of freedom
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| 9:20 |
Need for consideration of warping torsion for stability analysis
|
| 28:35 |
Representing various ways for applying member imperfections in RFEM 6
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| 41:09 | Lateral- and flexural-torsional buckling according to Eurocode 3 using global calculation by 7 degrees of freedom, imperfections, and second-order analysis |
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. Oliver Metzkes
Product Engineering & Customer Support
Mr. Metzkes is responsible for the development in the area of steel structures and provides technical support to our customers.
Sonja von Bloh, M.Sc.
Product Engineering & Customer Support
Ms. von Bloh provides technical support for our customer and is responsible for the development of the SHAPE‑THIN program.
Keywords
Free Webinar RFEM 6 RSTAB 9 Stability Warping torsion 7 degrees of freedom Critical load factors Flexural-torsional buckling Lateral-torsional buckling Second-order analysis
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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Do you have 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.
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The load distribution on my members looks different when using the Load Transfer surface vs. the Load Wizards. What is the reason?
- I received an error message “Surface of incompatible type... (Surface in upper plane of building story must be of ‘Load transfer’ type)” when running the calculation. What is the reason?
- My beam has a continuous lateral support and therefore lateral torsional buckling (LTB) is not a concern. How do I define the effective length?
- How can I efficiently define line hinges on several surfaces?
- How do I include the overstrength factor(s) Ωo in the ASCE 7 load combinations?
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- I received an error message “Surface of incompatible type... (Surface in upper plane of building story must be of ‘Load transfer’ type)” when running the calculation. What is the reason?
