Introduction to the New RFEM 6 (USA)
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 6 (USA)This 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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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?
- How do I include the redundancy factor(s) ρ in the ASCE 7 load combinations?
- My live load is less than or equal to 100 psf. How do I consider the reduced load factor in the ASCE 7 load combinations?
- I do not see the seismic load cases in my generated ASCE 7 load combinations (COs). How do I add them?
- How do I create an imperfection based on a mode shape in RFEM 6?
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