Champagne Bar - Goodwood Racecourse, United Kingdom
Customer Project
![[DE] CP 001185 | Champagne Bar - Goodwood Racecourse, United Kingdom](/-/media/Images/netgenium/thumbnails/2/9/6/4/9/2964977/2964977.png?la=en&mw=578&mlid=1B276AD81B064D74B359A0DA1E3DB392&hash=8212240F8C38EB104319BC3D326FC9EA4D73A118)
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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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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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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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Membrane Structure with Cutting Patterns
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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 - 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 required clearance profiles and avoid the formation of water pockets, a differentiated form-finding procedure was carried out, including applying prestress forces to individual components, others a defined target length, and some were excluded from the form-finding process altogether 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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![[DE] CP 001185 | Champagne Bar - Goodwood Racecourse, United Kingdom](/-/media/Images/netgenium/thumbnails/2/9/6/4/9/2964977/2964977.png?la=en&mw=348&mlid=1B276AD81B064D74B359A0DA1E3DB392&hash=9E3728A472F35C794D166E0A84E151676420FE21)
New
Parametrization of Rolled Cross-Sections
Rolled sections, the most common cross‑section type in RFEM and RSTAB, can also have user‑defined parameters.
- 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?
- I encountered a sharing violation while importing a dxf file into SHAPE-THIN. What is the issue?
- How can I display membrane stresses in the results of RF‑STEEL Surfaces?
- What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
- How is the automatic creation of c/t-parts carried out?
Programs Used for Structural Analysis
Module Extension for STEEL EC3 and RF-STEEL AISC
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
Design of steel members according to Eurocode 3
1,480.00 USD
