Introduction to the New 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."
This webinar will provide an introduction to the new generation FEA software RFEM 6.
Recorded Webinar
Date | Time
Event Language
EnglishContent
Introduction to the New RFEM 6This webinar will provide an introduction to the new generation FEA software RFEM 6.
Time Schedule
00:00 | Introduction |
09:20 | Steel and concrete member and surface modeling |
26:55 | Load cases, combinations, and load application |
42:10 | Steel and concrete design add-on input data |
49:58 | Calculation and analysis results review |
52:37 | Steel and concrete design add-on results review |
57:50 | New printout report options |
1:04:55 | Conclusion |
Presentation Model to Download
Below, under Models to Download, you will find the model(s) used in the webinar. This will allow you to independently follow the webinar step by step with the provided model after the presentation is complete.
Speaker

Amy Heilig, PE
CEO - USA Office
Sales & Technical Support Engineer
Amy Heilig is the CEO of the USA office located in Philadelphia, PA. In addition, she provides sales and technical support and continues to aid in the development of Dlubal Software programs for the North American market.
Keywords
Free webinar New features Printout report Multi-core Integrated add-ons FEA
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New
Application of Connections to the Structure | Steel Joints
- The proposed connection can be applied to all selected nodes in the structure
- The location of the connection can be defined using the "Main" tab of the Add-on dialog box
- The design is performed for all connections in the structure and after the calculation, the results on all connections can be displayed
- The table shows the results for the individual connections, each connection is designed and can be saved separately
-
How do I set a release for warping?
- How can I define a warping spring or a warping restraint?
- At which point on a cross-section are the supports and loads assumed for the calculation with warping torsion?
- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
- How can I deactivate the 7th degree of freedom for certain members or cross-sections only?
- How can I define a warping spring or a warping restraint?