Marie Curie School Timber-and-Steel Structures' Preliminary Design in Fontoy, France
Customer Project
![[FR] CP 001178 | Marie Curie School’s Timber and Steel Structures Preliminary Design in Fontoy, F...](/-/media/Images/netgenium/thumbnails/2/9/6/4/5/2964550/2964550.png?la=en&mw=578&mlid=FCDA24F16FEA4C37B9C54EC1BE1CC0F0&hash=BB9E5589F2E0B00B8DF448A494348EB8DD25E2C2)
[FR] CP 001178 | Marie Curie School’s Timber and Steel Structures Preliminary Design in Fontoy, F...
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Architect's View of Marie Curie College in Fontoy (© KL Architectes - Bagard & Luron)
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Timber Frame Model of the School Entrance in RFEM (© BET Moselle Bois)
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RFEM Model of the Bicycle Shelter (© BET Moselle Bois)
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© KL Architects - Bagard & Luron
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Bike Room at Marie Curie College in Fontoy, France
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Bike Room at Marie Curie College in Fontoy, France
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Timber Frame Model of the School Entrance in RFEM (© BET Moselle Bois)
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Architect's View of Marie Curie College in Fontoy (© KL Architectes - Bagard & Luron)
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RFEM Model of the Bicycle Shelter (© BET Moselle Bois)
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© KL Architects - Bagard & Luron
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Bike Room at Marie Curie College in Fontoy, France
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RFEM Model of the Bicycle Shelter (© BET Moselle Bois)
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Architect's View of Marie Curie College in Fontoy (© KL Architectes - Bagard & Luron)
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Timber Frame Model of the School Entrance in RFEM (© BET Moselle Bois)
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© KL Architects - Bagard & Luron
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Bike Room at Marie Curie College in Fontoy, France
The general contractor Demathieu Bard Construction commissioned Dlubal customer BET Moselle Bois to carry out the timber-and-steel structures' preliminary design. The projects are part of the Marie Curie School located in Fontoy, in the Moselle district.
| Owner |
Moselle District, France Official Site |
| Architect |
KL Architectes, Metz, France www.kl-architectes.fr Bagard & Luron Architectes, Nancy, France |
| Structural Design |
BMB-BET Moselle Bois, Saint Julien Lès Metz, France www.bet-moselle-bois.fr |
| General Contractor |
Demathieu Bard Construction, Montigny-lès-Metz, France www.demathieu-bard.fr |
RFEM Data for the Bicycle Shelter
Model
New School Building Entrance
The wood structure of the school’s entrance is a half glued laminated timber frame. Web plate connections were used between the posts and the rafters. In the upper section, the rafters are supported at one end on a concrete wall.
The timber posts include a pinned support to the concrete floor with members spanning each post.
A longitudinal beam further supports the roof purlins.
New Bicycle Shelter
The bicycle shelter includes a steel frame with circular columns pinned at the ground level. The purlins and rafters are I-sections. The columns are rigidly connected to the rafters. An I-section plate is welded at the top of the column to secure the connection with the purlins.
The frames are oriented in the longitudinal direction and the purlins are fixed on each side.
A vertical slat cladding at the roof level is attached to the top purlins and bottom plates.
Structural Design
BET Moselle Bois carried out the 3D frame preliminary design utilizing RFEM structural analysis software. The required designs according to Eurocode 5 for the timber structure and Eurocode 3 for the steel structure were performed with the RF-TIMBER Pro and RF-STEEL EC3 add-on modules.
Project Location
Rue de Verdun57650 Fontoy
France
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![[FR] CP 001178 | Marie Curie School’s Timber and Steel Structures Preliminary Design in Fontoy, F...](/-/media/Images/netgenium/thumbnails/2/9/6/4/5/2964550/2964550.png?la=en&mw=348&mlid=FCDA24F16FEA4C37B9C54EC1BE1CC0F0&hash=CD71136B40880208526D95E99B420ADD074FFB17)
New
Parametrization of Rolled Cross-Sections
Rolled sections, the most common cross‑section type in RFEM and RSTAB, can also have user‑defined parameters.
- Why the results of members and set of members differ in the design?
- 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?
- 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?
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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
Timber design according to Eurocode 5, SIA 265 and/or DIN 1052
1,120.00 USD
Add-on Module
Design of steel members according to Eurocode 3
1,480.00 USD
