Tennis Court Tension Membrane Roof in Belin-Béliet, France
Customer Project
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 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 their expertise in the textile architecture field (sports buildings, stadium grandstands, swimming pools, school yards, canopies, awnings, covered passages, stretched ceilings, facade cladding, etc.).Technical Project Details
The roof includes a double curvature textile cover supported on 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 Roofing Membrane Form-finding:
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For relatively large or relatively small surfaces, it can happen that the automatically created result values do not fit the model: In case of large surfaces, there can be too much result values, in case of small surfaces, too few.
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SHAPE-THIN | Cold-Formed Sections
SHAPE-THIN determines the effective cross-sections according to EN 1993-1-3 and EN 1993-1-5 for cold-formed sections. You can optionally check the geometric conditions for the applicability of the standard specified in EN 1993‑1‑3, Section 5.2.
The effects of local plate buckling are considered according to the method of reduced widths and the possible buckling of stiffeners (instability) is considered for stiffened sections according to EN 1993-1-3, Section 5.5.
As an option, you can perform an iterative calculation to optimize the effective cross-section.
You can display the effective cross-sections graphically.
Read more about designing cold-formed sections with SHAPE-THIN and RF-/STEEL Cold-Formed Sections in this technical article: Design of a Thin-Walled, Cold-Formed C-Section According to EN 1993-1-3.
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How can I perform the stability analysis for an edgewise supported flat steel, for example 100/5, in RF-/STEEL EC3?
Although the cross-section is rotated by 90 ° in RFEM/RSTAB, it is displayed lying flat in RF-/STEEL EC3. - How can I create a curved or curved section?
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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
