KB 001809 | AISI Cold-Formed Steel Design in RFEM 6
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KB 001809 | AISI Cold-Formed Steel Design in RFEM 6
| Number of Nodes | 4 |
| Number of Lines | 2 |
| Number of Members | 2 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 2 |
| Number of Result Combinations | 0 |
| Total Weight | 0.032 tons |
| Dimensions (Metric) | 1.829 x 1.219 x 0.000 m |
| Dimensions (Imperial) | 6 x 4 x 0 feet |
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.
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This article provides a detailed overview of the export features from RFEM 6 and RSTAB 9 to AutoCAD/DXF files, including options for exporting dimensions, FE meshes, and deformed shapes.
This article provides a detailed overview of the import features from RFEM 6 and RSTAB 9 to AutoCAD/DXF files.
This technical article addresses the direct deformation analysis of reinforced concrete beams considering the long-term effects of creep and shrinkage. The direct calculation according to Eurocode 2 (EN 1992-1-1, Section 7.4.3) is explained using a single-span beam. Particular emphasis is placed on tension stiffening, behavior in the cracked state based on the distribution factor (damage parameter), and consideration of shrinkage and creep behavior.
How does single sign-on work with RFEM 6?
In the Snow Load Wizard, you can optionally consider snow overhang and snow guard when generating snow loads according to Eurocode.
The Construction Stages Analysis (CSA) add-on allows you to modify the object and design properties of members, surfaces, and so on, in the individual construction stages.
During the calculation, you can display the model deformation for the calculation steps graphically in the calculation progress window.
In the wind simulation, it is possible to consider member coatings (for example, from ice loads).
Can I use Dlubal API in Rhino and Grasshopper?
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?
Can I optimize parametric cross-sections?
How can I define RSECTION cross-sections in Grasshopper?
How can I fix the error warning “10060 - The structure is unstable” for modal analysis instability?
Is it always necessary to consider tension member nonlinearities in response spectrum analysis?
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