Garage Pétry à ROOST
Customer Project
![[DE] CP 001101 | Garage Pétry à ROOST, Luxembourg](/-/media/Images/netgenium/thumbnails/2/9/6/6/2/2966289/2966289.png?la=en&mw=578&mlid=810B13AB887C4DCEBF0F735F80C5D98E&hash=03BE465A66ECF413144BA2AB18C9F32379076A5F)
In Roost, Luxembourg, a new building complex is being built that relates to cars. Up to six car dealerships, a parking area, and a paint shop will be built on the site. The construction project was divided into two planning phases. The first phase includes three multi-story car dealerships. They have the same supporting structure.
| Investor |
Jos Petry 124 R. Ste Anne L-5471 Wellenstein, Luxembourg |
| Project Management |
Réalisation Immobilière Industrielle S.A./AG www.rii-sa.lu |
| Structural Analysis and Construction |
SCHATZ Engineering GmbH & Co. KG www.schatz-engineering.eu |
Dimensions of the car dealership
Model
Schatz Engineering, a customer of Dlubal Software, was responsible for the structural and design engineering of the building complex. RSTAB was used for structural design, and Tekla Structures for the design engineering.
Structure
The three structurally identical car dealerships have the external dimensions (L x W x H) of about 121 ft x 92 ft x 43 ft.
The supporting structure consists of precast columns with molded foundations. Precast concrete supports are placed on column corbels. The walls were designed as concrete hollow walls. The floors and ceilings are made of precast concrete slabs. The roof structure and the façade substructure were designed as a steel structure.
BIM Planning with RSTAB and Tekla Structures
The project planning was carried out in Tekla Structures. The Tekla model was transferred to RSTAB using the direct interface. After performing the structural analysis, beam dimensions were updated in the Tekla model.
Tekla Structures was also used to create formwork and reinforcement drawings for the precast concrete elements, garage design, schemes, and NC data for the steel structure, among other things.
Project Location
Keywords
Luxembourg Concrete structure Steel structure Building
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New
The number of National Annexes to Eurocode 2 for the design of reinforced concrete cross -sections has been extended since DICKQ 6.54. Therefore, the following NAs of EN 1992-1-1:2004 + AC:2010 are available:
Material Model Orthotropic Masonry 2D
The material model Orthotropic Masonry 2D is an elastoplastic model that additionally allows softening of the material, which can be different in the local x- and y-direction of a surface. The material model is suitable for (unreinforced) masonry walls with in-plane loads.
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Programs Used for Structural Analysis
Main Program
The structural engineering software for design of frame, beam and truss structures, performing linear and nonlinear calculations of internal forces, deformations, and support reactions
2,550.00 USD
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Linear and nonlinear analysis of reinforced concrete members with reinforcement concept
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