Stand-Alone Programs for Steel Structures
Crane Runways
The CRANEWAY stand-alone program calculates and performs all required design checks of crane runway girders according to Eurocode 3.
You can optionally select between bridge or suspension cranes.
Plate Buckling Analysis
The stand‑alone program PLATE‑BUCKLING performs plate buckling analysis of rectangular plates according to EN 1993‑1‑5:2006 or DIN 18800-3:1990‑11.
It is possible to apply horizontal or vertical stiffeners to the plates (for example flat plates, angles, T‑stiffeners, trapezoidal stiffeners, C‑sections).
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
- 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
-
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 display the cross-section warping?
- How do I define effective lengths when designing steel members in RFEM 6?
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
Associated Products
CRANEWAY 8
Stand-Alone Program
Design of crane runway girders according to EN 1993-6 and DIN 4132
Price of First License
1,480.00 USDPLATE-BUCKLING 8
PLATE-BUCKLING 8 | Stand-Alone
Stand-Alone Program
Plate buckling analysis of rectangular plates with or without stiffeners
Price of First License
900.00 USD - How do I define effective lengths when designing steel members in RFEM 6?
Social Networks
Frequently Visited Pages
- How can I define a warping spring or a warping restraint?
