We provide hints and tips to help you get started with the RFEM program.
Analysis of Steel Joints Using FE Model in RFEM 6
Video
First Steps with RFEM
Description
This webinar shows how to analyze steel joints using the FE model according to Eurocode 3 (EC 3) in RFEM 6.
Time Schedule:
00:00 Introduction
02:20 Definition of the steel joint components using the library
16:35 Manual definition of steel joint components
28:45 Structural and stability analysis
34:45 Evaluation of results and documentation
Keywords
Dlubal Webinar RFEM 6 Steel Joints Steel Connections Eurocode 3 EC 3 EN 1993-1-1 Webinar on Dlubal Software Webinar Dlubal Tutorial Construction Civil engineering Structural engineer Structural Design structural engineer Structural analysis Structural Engineer Dlubal Software
Downloads
Links
- Steel Joints Add-on for RFEM 6
- Product Description | Structural Analysis Software RFEM 6
- More About RSTAB 9
- Add-Ons for RFEM 6 and RSTAB 9
Write Comment...
Write Comment...
Contact
Do you have any questions about our products or which are best suited for your design projects? Contact us via phone, email, chat or forum or search the FAQ page, available 24/7.
Evaluating and Documenting Steel Joints Analysis Results in RFEM 6
With the RFEM 6 add-on Steel Joints, you can analyze steel connections by using an FE model. This article demonstrates how to evaluate and document the steel joints analysis results.
New
Connection of Rectangular Hollow Sections
Rectangular cross-sections can be connected directly to each other or to other cross-sections using welds. Furthermore, it is possible to connect rectangular cross-sections to other structural components using other components, such as end plates.
-
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 overstrength factor(s) Ωo in the ASCE 7 load combinations?
Social Networks
Frequently Visited Pages
- My beam has a continuous lateral support and therefore lateral torsional buckling (LTB) is not a concern. How do I define the effective length?
