Tennis Court Tension Membrane Roof in Belin-Béliet, France
Customer Project
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RFEM Tennis Court Roof Model (© ACS Production)
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Aerial View of Tennis Court in Belin-Béliet (© ACS Production)
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Tensioned Membrane Tennis Court Roof (© ACS Production)
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Tensioned Membrane Tennis Court Roof in Belin-Béliet, France
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Stretched Canvas Roof of Tennis Court in Belin-Béliet, France
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Tensioned Membrane Tennis Court Roof in Belin-Béliet, France
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RFEM Tennis Court Roof Model (© ACS Production)
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Aerial View of Tennis Court in Belin-Béliet (© ACS Production)
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Tensioned Membrane Tennis Court Roof (© ACS Production)
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Stretched Canvas Roof of Tennis Court in Belin-Béliet, France
The Belin-Béliet (department of Gironde) municipality tennis club, founded in 1976, completed a new tennis hall in July 2019. This project was made possible due to a subsidy provided by the French Tennis Federation along with the support of the municipality.
| Investor |
Tennis club Belin-Béliet, France www.tennis-belinbeliet.fr |
| Construction Management | Architectural office of Bruno Amblard, Saint-Magne, France |
| Concept and Realization |
ACS Production, Montoir de Bretagne, France www.acs-production.com |
Model
ACS Production provided the tensioned canvas roof structural analysis and design. The Dlubal customer is internationally known for its expertise in the textile architecture field (sports buildings, stadium grandstands, swimming pools, schoolyards, canopies, awnings, covered passages, stretched ceilings, façade cladding, etc.).
Technical Project Details
The roof includes a double curvature textile cover supported by a timber arch substructure. The roof membrane has a separate module for each panel. The fabric is inserted into aluminum sections which are further attached to timber rafters. Tensioning is carried out by the metallic tensioning arches and a cable at one end. The continuous membranes at the façade are fixed at the perimeter in plate-shaped grooved sections, and the canvas is fixed to the intermediate columns to prevent displacement.Project Location
Rue du StadeKeywords
ACS Production Roof Membrane Form-finding:
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New
Consideration of Construction Stages in RFEM 6
The calculation of complex structures by means of finite element analysis software is generally performed on the entire model. However, the construction of such structures is a process carried out in multiple stages where the final state of the building is achieved by combining the separate structural parts. To avoid errors in the calculation of overall models, the influence of the construction process must be considered. In RFEM 6, this is possible by using the Construction Stages Analysis (CSA) add-on.
New
Compared to the RF-/STEEL EC3 add-on module (RFEM 5/RSTAB 8), the following new features have been added to the Steel Design add-on for RFEM 6 / RSTAB 9:
- In addition to Eurocode 3, other international standards are integrated (e.g. AISC 360, CSA S16, GB 50017, SP 16.13330)
- Consideration of hot-dip galvanizing (DASt guideline 027) in the fire protection design according to EN 1993-1-2
- Input option for transverse stiffeners that can be taken into account in the shear buckling analysis
- Lateral-torsional buckling can also be checked for hollow sections (e.g. relevant for slender, high rectangular hollow sections)
- Automatic detection of members or member sets valid for the design (e.g. automatic deactivation of members with invalid material or members already contained in a set of members)
- Design settings can be adjusted individually for each member
- Graphical display of the results in the gross section or the effective section
- Output of the used design check formulas (including a reference to the used equation from the standard)
- Which Dlubal Software programs are required to calculate membrane and tensile structures?
- How can I optimize cross-sections within the steel design?
- Why do the results in a modal analysis differ between the initial prestress and the surface load?
- Where can I find the materials for the corresponding National Annexes in RFEM 6 and RSTAB 9?
- 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?
- Although I have modeled two identical structural systems, I obtain a different shape. Why?
- I do not want to design a cross-section in the RF‑/STEEL EC3 add-on module. Can I quickly remove this cross-section from the selection?
- I have a roof structure resting on a steel column that runs to the foundations. The column runs through a perimeter wall that supports the false ceiling. A considerable part of the load from the roof is transferred to the wall. I want the steel column to carry all the vertical loads from the roof. How can I do it?
- Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
Programs Used for Structural Analysis
Main Program
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements
3,540.00 USD
Add-on Module
Form-finding of tensile membrane and cable structures
1,750.00 USD
Add-on Module
Generation of cutting patterns for tensile membrane structures
2,240.00 USD
Add-on Module
Stress analysis of steel surfaces and members
1,030.00 USD
