Check out these tips to help you get started with the RFEM program.
KB 001698 | Evaluating and Documenting Steel Joints Analysis Results in RFEM 6
Video
First Steps with RFEM
Description
With the RFEM 6 add-on Steel Joints, you can analyze steel connections by using an FE model. This video demonstrates how to evaluate and document the steel joints analysis results.
Keywords
Dlubal Knowledge Base Steel joints Steel connections Results Printout report Stress-strain analysis Stability analysis Buckling Dlubal KB Knowledge Base Technical article construction Civil engineering Structural engineer Structural Design Structural designer Structural analysis Structural Engineer RFEM 6 RSTAB 9 Dlubal Software
Write Comment...
Write Comment...
Contact Us
Do you have any questions about our products or which are best suited for your design projects? Contact us via phone, email, or chat or find suggested solutions and useful tips on our FAQ page available 24/7.
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
New
Consideration of Shear Stiffness for a Cross-Section Calculation in RFEM 6
New
Determination of Critical Load Factors Using the Structure Stability Add-on in RFEM 6 and RSTAB 9
New
- 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
-
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?
