FAQ 004427 EN
Keywords
Natural frequency Structure coefficient Vibration susceptibility
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![[DE] KB 001616 | Creating a User-Defined Antenna Bracket for RF-/TOWER Equipment](/-/media/Images/netgenium/thumbnails/2/9/6/6/8/2966867/2966867.png?la=en&mw=348&mlid=8BF01FF431B0434093BEE289650CFF51&hash=020830A19FFD1D4AFE47B2D6AAE23434595973AE)
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.
Members of triangular and quadrilateral lattice towers are allocated automatically provided that the lattice tower has been generated in the RF-/TOWER Structure and RF-/TOWER Equipment add-on modules.
However, it is also possible to allocate the members manually. In RF-/TOWER Design, you can use the effective lengths of truss members generated in the RF-/TOWER Effective Lengths add-on module. A manual input is also possible.
According to EN 1993-3-1 and EN 50341 standards, you can specify various bracing cases and support types for members of legs and bracing.
- When calculating a cable using the STEEL EC3 add‑on module, there is the error message "Incorrect characteristic stresses for material No. 1! Please correct this in Table 1.2."
- How can I create a drilled beam in RFEM?
- In connection with the calculation according to the large deformation analysis, I get significantly smaller deformations than for the calculation according to the linear static or second-order analysis. How is this possible?
- Is it possible to control the beam steering of an antenna in RF‑/TOWER Design?
- How can I control the wind load distribution on tower sides in the RF‑/TOWER Loading add-on module?
- Is it possible to use Dlubal Software for the calculation and design of 5G transmission masts, antenna masts, or towers?
- How is it possible to consider the real cross-section geometry of member elements in RWIND Simulation?
- Is it also possible to simulate an external steel structure in RWIND Simulation?
- Is it possible to design a "Kármán vortex street" behind an object in the numerical wind tunnel of RWIND Simulation?
- I have designed a steel connection using RF‑JOINTS and then created a model to compare it in RFEM. Why are the results not identical?
Associated Products
Add-on Module
Generation of wind, ice and variable loads for lattice towers
1,750.00 USD
Add-on Module
Generation of wind, ice and variable loads for lattice towers
1,750.00 USD
