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Smart Decision for 3D Modeling of Steel Structures Using RFEM 6
After a detailed evaluation of the solutions available on the market, we have decided on RFEM by Dlubal for the structural analysis and design of our three-dimensional steel structures.
The software complies with the Eurocode standards, has an intuitive user interface, and exceptional transparency and display of input data and results. The technical support proved to be of the highest quality, combining patience, competence, and reactivity, which reinforced our confidence in this choice.
Power and Clear Software for Timber Design
RFEM is impressive software that combines power and clarity. It can calculate all types of structures, while still providing an extremely intuitive interface. We appreciate the program utilization in our work as structural timber engineers.
We use it mainly to perform structural analysis and design of frame and truss structures made of timber and steel, as well as CLT panels, and composite timber-concrete floor slabs.
Sylvain Beaud
Beaud Ingénieurs Bois
Chemin des Prairies 12, 1630, Bulle
Switzerland
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Aquatic Center in Courchevel, France
The aquatic center at Courchevel opened in the 2015/2016 winter season. It is located in the Savoie department and lies within the Grandes Combes leisure center, at the entrance to the Courchevel ski area.
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Project Location
France
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Software
RSTAB 8 | Structural Frame & Truss Analysis Software
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This article explores the importance of considering joint-structure interaction in modeling and design and how to do it in RFEM 6.
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This article provides a comprehensive overview of essential seismic analysis methods, explaining their principles and applications, as well as the scenarios in which they are most effective
The weld stresses between surfaces can be determined using the Stress-Strain Analysis add-on in RFEM 6. Furthermore, the stress limit determined according to the applicable standard can be input to determine the stress ratio of the weld. This article focuses on the fillet weld design according to AISC 360-22 [1] with two examples from AISC Volume 1: Design Examples [2].
This article demonstrates how to initiate and conduct the analysis in the software, followed by a short discussion of the underlying concept.
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.
The "Base Plate" component allows you to design base plate connections with cast-in anchors. In this case, plates, welds, anchorages, and steel-concrete interaction are analyzed.
In the Steel Joints add-on, I get high utilization ratios for preloaded bolts in the tension design. Where do these high utilization ratios come from and how can I evaluate the load-bearing reserves of the bolt?
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?
A steel joint in my model is non-designable. How can I get more information to find the cause?
I am calculating a support that is clamped at the base, held in the X direction at the head, and can buckle in the Y direction. I have set the bar shear lengths using node carriers. In the verification, the buckling length values for the calculation are the same, L_(cr,z) = L_(cr,y) = 2.41 m. What am I doing wrong?
What is the Function of Chained Analysis Diagram?
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