This model shows the extension of the Pierre Menanteau school complex with the new building of a multi-purpose hall in Le Boupère, France. The old hall, dating from 1970, was demolished as it no longer met standards and required heavy investment to renovate. The project provides a modern, functional space, adapted to the growing needs of the facility and local community life. It illustrates an integrated solution combining modernization and preservation of local identity. Finally, this project marks a strategic step in the development of the commune's educational and multi-purpose infrastructure.
Model Used in
Overall
This page has 0 user ratings.
| 5 star | ||
| 4 star | ||
| 3 star | ||
| 2 star | ||
| 1 star |
Multi-Purpose Hall in Le Boupère, France
No Download Possible
Customer Project / View Only
| Number of Nodes | 1335 |
| Number of Lines | 1711 |
| Number of Members | 1590 |
| Number of Surfaces | 75 |
| Number of Load Cases | 38 |
| Number of Load Combinations | 235 |
| Number of Result Combinations | 17 |
| Total Weight | 99.905 t |
| Dimensions (Metric) | 41.563 x 37.005 x 8.411 m |
| Dimensions (Imperial) | 136.36 x 121.41 x 27.6 feet |
| Program Version | 5.31.01 |
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
.png?mw=350&hash=f79867dbf405d536638daef39ee25b113e6e540d)
Modeling a Kármán vortex street in RWIND
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.
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. First, start with an empty model of the 3D type and define four nodes. The numbering and position of these nodes are very important here.
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 find RWIND results such as forces data in ParaView?
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?
