Steel Mast
Model
Description
Steel mast with a platform, an extension tube, and an antenna bracket.
Model Used in
Keywords
Steel structure Towers and masts Members Platform
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New
Saving Models as Blocks in RFEM 6
In RFEM 6 it is possible to save selected objects, as well as whole structures, as blocks and reuse them in other models. Three types of blocks can be distinguished: non-parameterized, parameterized, and dynamic blocks (via JavaScript). This article will focus on the first block type (non-parameterized).
For designs of tension stress, compression, bending stress, and shear force resistance, the maximum resistance design values are compared with the action design values. If structural components are subjected to both bending and compression at the same time, the RF-/TOWER Design add-on module performs an interaction. You can determine the factors according to Method 1 (Annex A) or Method 2 (Annex B).
For the flexural buckling design, it is not necessary to enter the slenderness ratio or the elastic critical buckling load of the governing buckling case. The module automatically performs calculation of all required factors for the bending stress design value. RF-/TOWER Design determines the effective critical moment for lateral-torsional buckling for each member on every x-location of the cross-section.
- How do I apply wind load on members of open structures?
- Is it also possible to use RF‑/TOWER Loading without the other TOWER add-on modules?
- 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?
- 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 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?
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