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.
Radio Mast
Model to Download
Description
Steel mast
Model Used in
Keywords
Steel structure Towers and masts Members Radio mast
Write Comment...
Write Comment...
- Views 210x
- Downloads 53x
- Updated 4 January 2021
Disclaimer
Recommended Events
Videos
Models to Download
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
New
Automatically ignore curved c/t-parts when classifying cross-sections
New
Consideration of the net cross-section for tensile stress according to EN 1993-1-1
New
Reinforcement of Existing Column in RFEM per AISC Design Guide 15
Screenshots
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?
- Is it possible 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?
- 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?
- For which programs is the STEEL Warping Torsion add-on module available?
- 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?
