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Power Pole
Model to Download
Description
Steel mast
Model Used in
Keywords
Steel structure Towers and masts Members Power pole
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- Views 280x
- Downloads 78x
- Updated 4 January 2021
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Knowledge Base Articles
Creating a User-Defined Platform for Use in RF-/TOWER Equipment
The following technical article describes the creation of a user-defined platform for use on a four-sided tower in the RF-/TOWER add-on modules.
Nonlinear Time History Analysis Using the Example of a Tower Structure with Prestressed Cables
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Automatically ignore curved c/t-parts when classifying cross-sections
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Consideration of the net cross-section for tensile stress according to EN 1993-1-1
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Graphical display of the results from RF-/STEEL EC3
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Product Features Articles
RF-/JOINTS Steel - Tower | Features
- Wide range of joint types, for example:
- Bolted connection of diagonals without gusset plate 2D
- Bolted connection of diagonals without gusset plate 3D
- Bolted column joint
- T-, K- and KT-joints considered for connections of diagonals
- Various categories of connections:
- A - shear/hole bearing connection
- B - slip-resistant connection at serviceability limit state
- C - slip-resistant connection at ultimate limit state
- Bolt strength classes of 4.6 - 10.9
- Bolt diameters M12 - M42
- Modifiable bolt spacing
- Visualization of the entire connection in the view window
Frequently Asked Questions (FAQ)
- Which formula is used in the RF‑/TOWER Loading add-on module to calculate the first natural frequency for the determination of the structure coefficient?
- Is it possible to use Dlubal Software for the calculation and design of 5G transmission masts, antenna masts, or towers?
- Is it possible in RF‑/TOWER Loading to display the intermediate steps for determining the wind load, such as the fullness coefficient?
- How can I get the member end forces to design the connections?
- I would like to calculate and design "temporary structures." What do I need for this?
- How can I perform the design of the tension resistance of a smooth column in a smooth bucket column base, that is, the design against pulling out the column?
- How can I create a drilled beam in RFEM?
- For which programs is the STEEL Warping Torsion add-on module available?
- In the RF‑/STEEL EC3 add-on module, I obtain an extremely high design ratio for a member in the case of "Biaxial bending, shear and axial force." Although the axial force is relatively high, the design ratio seems to be unrealistic. What is the reason?
- I have just noticed that the STEEL EC3 add-on module also calculates with γM0 = 1.0 when designing a tension member, although it should actually be γM2 = 1.25. How can I perform the design correctly?
