The timber lookout tower was built by WIEHAG GmbH (© WIEHAG GmbH) in Altheim, Austria. The construction includes design, manufacturing, assembly, and the calculation of the structure in RSTAB, where the 3D model illustrates the first mode shape of the structure. The presentation highlights the modern timber construction and high-quality design of towers and masts, as can also be seen in the striking preview.
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Timber Lookout Tower
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Customer Project / View Only
| Number of Nodes | 1078 |
| Number of Members | 1751 |
| Number of Load Cases | 22 |
| Number of Load Combinations | 200 |
| Number of Result Combinations | 11 |
| Dimensions (Metric) | 40.142 x 40.142 x 41.103 m |
| Dimensions (Imperial) | 131.7 x 131.7 x 134.85 feet |
| Program Version | 8.09.01 |
Duration: 00:00:23 min
Duration: 00:00:48 min
Duration: 00:00:55 min
Duration: 00:00:40 min
Duration: 00:00:11 min
Customer Project
Duration: 00:00:06 min
Product Feature
Duration: 00:01:42 min
Duration: 00:01:33 min
Duration: 00:00:48 min
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Validating CFD simulations with experimental data enhances accuracy by comparing simulation outcomes with real-world conditions. This process identifies discrepancies, allowing adjustments to enhance model reliability. Ultimately, it builds confidence in the simulation's ability to predict wind load scenarios.
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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).
This article describes how to create a user-defined antenna bracket to be used in RF-/TOWER Equipment.
After generating the effective lengths, the results are displayed in clearly arranged tables. You can modify the effective lengths manually there.
The Export function transfers the effective lengths to the RF-/TOWER Design add-on module for further calculation. The complete module data are part of the RFEM/RSTAB printout report. The report contents and the extent of the results can be selected specifically for the individual designs.
Finally, it is possible to export the generated model to RFEM/RSTAB with a single mouse click.
The complete module data are part of the RFEM/RSTAB printout report. The report contents and the extent of the results can be selected specifically for the individual designs.
The results are displayed in clearly arranged module windows. In addition to the design data, the results include all design-relevant parameters. A parts list is generated automatically during the calculation.
The complete module data are part of the RFEM/RSTAB printout report. The report contents and the extent of the results can be selected specifically for the individual designs.
When performing the design of tension, compression, bending, and shear loading, the module compares the design values of the maximum load capacity to the design values of the actions. If the components are subjected to both bending and compression, the program performs an interaction. You can determine the factors according to Method 1 (Annex A) or Method 2 (Annex B).
The flexural buckling design requires neither the slenderness nor the elastic critical buckling load of the governing buckling case. The module automatically calculates 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.
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