Model Used in
- Camera Fly Mode
- Create 3D glTF Models (*.glb and *.glTF Formats)
- Dlubal RFEM 5 | Introduction to Structural FEA Software
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- SVT 017 | Camera Fly Mode
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- UPD 002 | Program Version Update x.24
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Steel Tower Structure
No Download Possible
Customer Project / View Only
Number of Nodes | 638 |
Number of Lines | 943 |
Number of Members | 927 |
Number of Surfaces | 2 |
Number of Load Cases | 15 |
Number of Load Combinations | 131 |
Number of Result Combinations | 7 |
Total Weight | 256.050 tons |
Dimensions (Metric) | 20.550 x 25.200 x 17.300 m |
Dimensions (Imperial) | 67.42 x 82.68 x 56.76 feet |
Program Version | 5.22.01 |
Related Models
5860x
727x
949x
The RF‑/JOINTS add‑on modules are equipped with a graphical window that shows all the structural components of the connection. There, you can use the mouse functions known from RFEM and RSTAB to zoom, move, or rotate the view.
When connecting tension-loaded components with bolted connections, the cross-section reduction due to the bolt holes must be taken into account in the ultimate limit state design. This article describes how the design of the tension resistance according to DIN EN 1993‑1‑1 can be performed with the net cross-section area of the tension member in the RF‑/STEEL EC3 add-on module.
In the RF‑/HSS add‑on module, you can analyze the connections for nodes at which hollow sections join. RF‑/HSS performs the ultimate limit state designs according to EN 1993‑1‑8:2005.
Table 3.1 of EN 1993‑1‑8:2010‑12 defines the nominal values of the yield strength and the ultimate limit strength of bolts. The bolt classes given here are 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 10.9. The note for this table states that the National Annex may exclude certain bolt classes. For the NA of Germany, these are the bolt classes 4.8, 5.8, and 6.8.
With the Camera Fly Mode view option, you can fly through your RFEM and RSTAB structure. Control the direction and speed of the flight with your keyboard. Additionally, you can save the flight through your structure as a video.
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 "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
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