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)
-
01
Image - Membrane Structure | Champagne Bar - Goodwood Racecourse, United Kingdom (© www. Leichtonline.com)
-
![RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)]()
01
Image - RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)
-
![Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)]()
01
Image - Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)
-
![Champagne Bar Aerial View (© Tayio Europe)]()
01
Image - Champagne Bar Aerial View (© Tayio Europe)
-
![Close-up View (© ptprojects)]()
01
Image - Close-up View (© ptprojects)
-
![Champagne Bar Roof Underside View (© ptprojects)]()
01
Image - Champagne Bar Roof Underside View (© ptprojects)
-
01
Image - Membrane Structure with Cutting Patterns
-
02
Image - RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)
-
![Champagne Bar - Goodwood Racecourse]()
02
Image - Membrane Structure | Champagne Bar - Goodwood Racecourse, United Kingdom (© www. Leichtonline.com)
-
![Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)]()
02
Image - Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)
-
![Champagne Bar Aerial View (© Tayio Europe)]()
02
Image - Champagne Bar Aerial View (© Tayio Europe)
-
![Close-up View (© ptprojects)]()
02
Image - Close-up View (© ptprojects)
-
![Champagne Bar Roof Underside View (© ptprojects)]()
02
Image - Champagne Bar Roof Underside View (© ptprojects)
-
02
Image - Membrane Structure with Cutting Patterns
-
03
Image - Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)
-
![Champagne Bar - Goodwood Racecourse]()
03
Image - Membrane Structure | Champagne Bar - Goodwood Racecourse, United Kingdom (© www. Leichtonline.com)
-
![RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)]()
03
Image - RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)
-
![Champagne Bar Aerial View (© Tayio Europe)]()
03
Image - Champagne Bar Aerial View (© Tayio Europe)
-
![Close-up View (© ptprojects)]()
03
Image - Close-up View (© ptprojects)
-
![Champagne Bar Roof Underside View (© ptprojects)]()
03
Image - Champagne Bar Roof Underside View (© ptprojects)
-
03
Image - Membrane Structure with Cutting Patterns
-
04
Image - Champagne Bar Aerial View (© Tayio Europe)
-
![Champagne Bar - Goodwood Racecourse]()
04
Image - Membrane Structure | Champagne Bar - Goodwood Racecourse, United Kingdom (© www. Leichtonline.com)
-
![RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)]()
04
Image - RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)
-
![Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)]()
04
Image - Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)
-
![Close-up View (© ptprojects)]()
04
Image - Close-up View (© ptprojects)
-
![Champagne Bar Roof Underside View (© ptprojects)]()
04
Image - Champagne Bar Roof Underside View (© ptprojects)
-
05
Image - Close-up View (© ptprojects)
-
![Champagne Bar - Goodwood Racecourse]()
05
Image - Membrane Structure | Champagne Bar - Goodwood Racecourse, United Kingdom (© www. Leichtonline.com)
-
![RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)]()
05
Image - RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)
-
![Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)]()
05
Image - Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)
-
![Champagne Bar Aerial View (© Tayio Europe)]()
05
Image - Champagne Bar Aerial View (© Tayio Europe)
-
![Champagne Bar Roof Underside View (© ptprojects)]()
05
Image - Champagne Bar Roof Underside View (© ptprojects)
-
06
Image - Champagne Bar Roof Underside View (© ptprojects)
-
![Champagne Bar - Goodwood Racecourse]()
06
Image - Membrane Structure | Champagne Bar - Goodwood Racecourse, United Kingdom (© www. Leichtonline.com)
-
![RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)]()
06
Image - RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)
-
![Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)]()
06
Image - Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)
-
![Champagne Bar Aerial View (© Tayio Europe)]()
06
Image - Champagne Bar Aerial View (© Tayio Europe)
-
![Close-up View (© ptprojects)]()
06
Image - Close-up View (© ptprojects)
-
07
Image - Membrane Structure with Cutting Patterns
-
![Champagne Bar - Goodwood Racecourse]()
07
Image - Membrane Structure | Champagne Bar - Goodwood Racecourse, United Kingdom (© www. Leichtonline.com)
-
![RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)]()
07
Image - RFEM Model with Form-Finding Internal Forces (© www. leichtonline.com)
-
![Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)]()
07
Image - Champagne Bar - Goodwood Racecourse, United Kingdom (© Lanaomo)
-
![]()
07
Image - 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
Write Comment...
Write Comment...
Contact us
Do you have questions or need advice?
Contact our free e-mail, chat, or forum support or find various suggested solutions and useful tips on our FAQ page.
![[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
Parameterization of Rolled Cross-Sections
Rolled sections, the most common cross‑section type in RFEM and RSTAB, can also have user‑defined parameters.
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.
- 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?
- I design a set of members by using the equivalent member method in RF‑/STEEL EC3, but the calculation fails. The system is unstable, delivering the message "Non-designable - ER055) Zero value of the critical moment on the segment."What could be the reason?
- How is it possible to make factorized combinations of a dead load in the context of form‑finding?
- My aim is to mesh a circular hole plate in a mapped way. Is such a meshing possible in RFEM?
- Can the reduction of strength in the heat affected zone (HAZ) be taken into account in the RF-/ALUMINUM add-on module?
- The design ratio of the cross-section check is different for the RF‑/STEEL and RF‑/STEEL EC3 add-on module. What is the reason?
- What is the meaning of the warning message ER061) Minimum amplifier of design loads <1?
- How can I optimize the calculation time in CRANEWAY?
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
Design of steel members according to Eurocode 3
1,480.00 USD
