The model "Infotag 2015 Example 7" presents a compact representation of a concept developed during the Info Day 2015. The triple repetition of the title emphasizes the central statement of the model description. Essential information is provided in a clearly structured form that is useful for technical visualization. The linked image on the website shows the graphic representation of the project and provides additional insights into the structure of the model. The technical representation allows a quick overview of the core aspects of the concept.
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Information Day 2015 Example 7
Number of Nodes | 8 |
Number of Lines | 11 |
Number of Surfaces | 5 |
Total Weight | 0,027 t |
Dimensions (Metric) | 0.303 x 0.306 x 0.061 m |
Dimensions (Imperial) | 0.99 x 1 x 0.2 feet |
Program Version | 5.04.00 |
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.

.png?mw=512&hash=4a84cbc5b1eacf1afb4217e8e43c5cb50ed8d827)



In the Steel Design add-on, you can perform the stability and cross-section design checks of cold-formed sections according to EN 1993‑1‑3 in compliance with Sections 6.1.2 – 6.1.5 and 6.1.8 – 6.1.10.
Go to Explanatory Video
When performing a design according to EN 1993‑1‑3, it is possible to graphically display a mode shape for the distortional buckling of a cross-section, and for the RSECTION cross-sections.
The mode shape can also be output in RSECTION 1 for library cross-sections.

Want to automatically consider steel joint stiffness in your global RFEM model? Utilize the Steel Joints add-on!
Activate joint-structure interaction in the stiffness analysis of your steel joints. Hinges with springs are then automatically generated in the global model and included in subsequent calculations.

In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
How can treating a connection as fully rigid result in an uneconomical design?
Is it possible to consider shear panels and rotational restraints in the global calculation?