Model of the Dance Floor System project in Alamo, San Antonio, TX, United States designed by the Dlubal customer Encofrados Alsina.
Dance Floor System Platform in Álamo, San Antonio, TX, United States
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| Number of Nodes | 1486 |
| Number of Lines | 2269 |
| Number of Members | 2269 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 4 |
| Number of Load Combinations | 34 |
| Number of Result Combinations | 4 |
| Total Weight | 22.739 tons |
| Dimensions (Metric) | 28,700 x 4,425 x 7,611 m |
| Dimensions (Imperial) | 94.16 x 14.52 x 24.97 feet |
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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Modeling a Kármán vortex street in RWIND
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.
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.
How can I obtain wind force coefficient in RWIND?
Is it possible to consider the eccentricity of unsymmetrical line welds for the stress analysis in RFEM 6?
Has the RF-TOWER add-on module for RFEM 5 already been added to RFEM 6?
How can I apply area loads to an open structure in RFEM 6?
How do I consider the strength of weld-affected zone for aluminum?
In the case of stairs with a complicated geometry, it is often difficult to design welds by using the analytical methods. How can I do this with RFEM?
