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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
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New
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
Designing Steel Joints in RFEM 6
New
Consideration of Cross-section Warping in the Stability Analysis of Member Structures
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Consideration of Shear Stiffness for a Cross-Section Calculation in RFEM 6
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Determination of Critical Load Factors Using the Structure Stability Add-on in RFEM 6 and RSTAB 9
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- The design of the connection components is performed according to Eurocode EN 1993-1-8
- After activating the Add-on, the design situations for Steel Connections must be activated in the "Load cases and Combinations" dialog box
- For the design of the connection stability (Buckling), it is necessary to have the Add-on Structure Stability activated
- The calculation can be started via the table or via the icon in the top bar
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Can I also use user-defined materials in RF‑/PLATE‑BUCKLING?
- 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?
Social Networks
Frequently Visited Pages
- How do I set a release for warping?
