Champagne Bar - Goodwood Racecourse, United Kingdom
Customer Project
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Membrane Structure | Champagne Bar - Goodwood Racecourse, United Kingdom (© www. Leichtonline.com)
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RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)
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Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)
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Champagne Bar Aerial View (© Tayio Europe)
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Close-up View (© ptprojects)
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Champagne Bar Roof, View from Below (© ptprojects)
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Membrane Structure with Cutting Patterns
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Champagne Bar - Goodwood Racecourse, United Kingdom
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RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)
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Membrane Structure | Champagne Bar - Goodwood Racecourse, United Kingdom (© www. Leichtonline.com)
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Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)
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Champagne Bar Aerial View (© Tayio Europe)
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Close-up View (© ptprojects)
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Champagne Bar Roof, View from Below (© ptprojects)
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Membrane Structure with Cutting Patterns
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Champagne Bar - Goodwood Racecourse, United Kingdom
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Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)
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Membrane Structure | Champagne Bar - Goodwood Racecourse, United Kingdom (© www. Leichtonline.com)
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RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)
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Champagne Bar Aerial View (© Tayio Europe)
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Close-up View (© ptprojects)
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Champagne Bar Roof, View from Below (© ptprojects)
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Membrane Structure with Cutting Patterns
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Champagne Bar - Goodwood Racecourse, United Kingdom
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Champagne Bar Aerial View (© Tayio Europe)
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Membrane Structure | Champagne Bar - Goodwood Racecourse, United Kingdom (© www. Leichtonline.com)
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RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)
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Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)
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Close-up View (© ptprojects)
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Champagne Bar Roof, View from Below (© ptprojects)
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Close-up View (© ptprojects)
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Membrane Structure | Champagne Bar - Goodwood Racecourse, United Kingdom (© www. Leichtonline.com)
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05
RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)
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05
Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)
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Champagne Bar Aerial View (© Tayio Europe)
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Champagne Bar Roof, View from Below (© ptprojects)
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Champagne Bar Roof, View from Below (© ptprojects)
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Membrane Structure | Champagne Bar - Goodwood Racecourse, United Kingdom (© www. Leichtonline.com)
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RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)
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06
Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)
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06
Champagne Bar Aerial View (© Tayio Europe)
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06
Close-up View (© ptprojects)
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07
Membrane Structure with Cutting Patterns
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Membrane Structure | Champagne Bar - Goodwood Racecourse, United Kingdom (© www. Leichtonline.com)
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07
RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)
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Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)
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Champagne Bar - Goodwood Racecourse, United Kingdom
The LEICHT company was awarded the design phase for the Champagne Bar’s new roof, located at the Goodwood Racecourse. The planning steps included the form-finding process, the membrane and supporting steel structure approval and design, and the membrane and cable cutting patterns.
| Owner |
Tayio Europe GmbH www.taiyo-europe.com |
| Architect |
Hopkins Architects Ltd. www.hopkins.co.uk |
| Overall Planning of Steel Structure, Membranes, and Cables |
LEICHT Structural engineering and specialist consulting GmbH www.leichtonline.com |
Model Parameters
Model
The canopy consists of a prestressed PVC membrane suspended between two masts while anchored to the ground at the edges. The prestress horizontal forces are resisted by the supporting steel structure. The membrane’s prestress is applied through the masts’ opposite displacement, which pulls the suspended beams upward and, in turn, places tension on the membrane.
Between the highest points and the lateral bracing, polyester straps were integrated, which transfers forces from the bracing to the steel structure while also providing redundancy to keep the structure’s stability in the event the membrane is damaged.
In RFEM, a global model was created for the form-finding process as well as for the membrane and supporting steel structure design. In order to comply with all the required clearance profiles and avoid the formation of water pockets, a very differentiated form-finding procedure was carried out in which individual components were given the desired prestress, others a defined length, and some were excluded from the form-finding process in order to adapt to the given boundary conditions according to their stiffness. The membrane fabric was modeled as an orthotropic surface.
Project Location
Selhurstpark Rd, Chichester PO18 0PSKeywords
Membrane structure Cable structure Roof structure PVC membrane Form-finding Pattern planning Water pocket formation Pylon
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New
Member Transverse Stiffeners in RFEM 6 and RSTAB 9
This article shows you how to define different types of member transverse stiffeners in RFEM 6 and RSTAB 9. It also shows you how to consider them in the design as well as the calculation of members with 7 degrees of freedom.
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Programs Used for Structural Analysis
RFEM 5
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
Price of First License
3,950.00 EURRFEM 5
Add-on Module
Form-finding of tensile membrane and cable structures
Price of First License
1,950.00 EURRFEM 5
Add-on Module
Design of steel members according to Eurocode 3
Price of First License
1,650.00 EUR
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