Home Downloads & Info References Customer Projects Tennis Court Tension Membrane Roof in Belin-Béliet, France
Tennis Court Tension Membrane Roof in Belin-Béliet, France
Customer Project
This article was translated by Google Translator
20 May 2020
001171
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
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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.
Frequently Asked Questions (FAQ)
- Which Dlubal Software programs are required to calculate membrane and tensile structures?
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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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- How are hot -dip galvanized components considered for fire protection in the Steel EC 3 add -on module?
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