Stability Design in Steel Construction with RFEM and RSTAB
Information About the Free Webinar
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Webinars provide the opportunity to gain expert knowledge and to ensure you’re getting the most out of your Dlubal programs.
Recorded Webinar
Date | Time
Event Language
EnglishContent
Stability Design in Steel Construction with RFEM and RSTABThis webinar demonstrates the different options to perform stability designs for steel members using RFEM and RSTAB.
Time Schedule
0:00 | Introduction |
3:00 | Comparison/limits of Equivalent Member Method, General Method, warping torsion analysis according to EC 3 |
7:45 | Applying these methods using examples |
Presentation Models to Download
Below, under Models to Download, you can 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 development in the area of steel structures and provides technical support to our customers.

Dipl.-Ing. (FH) Frank Sonntag, M.Sc.
Sales & Customer Support
Mr. Sonntag coordinates the Dlubal Software office in Leipzig and is responsible for sales and customer support.
Keywords
Free online webinar RFEM RSTAB equivalent member method general method warping torsion analysis stability design
Links
- Product Description | Structural Analysis Software RFEM 6
- Online Manual RFEM 5
- Product Description | RF-/STEEL EC3 Add-on Module for RFEM/RSTAB
- Product Description | RF-/STEEL Warping Torsion Module Extension
- Product Description | Module Extension RF-/STEEL Plasticity
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Contact Us
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.

- I am comparing the flexural buckling design according to the equivalent member method and the internal forces according to the linear static analysis with the stress calculation according to the second-order analysis, including imperfections. The differences are very large. What could be the reason for this?
- How do I create a splice connection in the Steel Joints add-on?
- Can I design user-defined (parametric) sections according to AISI S100 or CSA S136?
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