The project
The main supporting elements of the roof are formed by trusses arranged in pairs at 5.40 m grid. The top chord (18 / 36 cm), bottom chord (18 / 36 cm) and posts (18 / 18 cm) are made of glulam, while the struts are steel tension struts.
The construction method
This construction method allows a continuous rooflight to be realized all around and over the static height of the trusses. Different variants existed for the roof structure. The outer wall of the hall consists in the area of the supports for the main girders of clamped reinforced concrete columns, in between of a double-shell masonry.
Construction Data
- Main structure truss hall 32 x 45 m
- Total area: 2295 m2
Services of Timbatec
- Cost estimation
- Statics and construction
- SIA phase 41 tendering and comparison of offers
- Works planning 3D and 2D
- Variant study in wood
- quality assurance
Timber Construction Engineers
Timbatec Holzbauingenieure Schweiz AG, Thun
3600 Thun
Client
Armasuisse Buildings
3003 Bern
Architect
MAJ Architekten AG
3186 Düdingen
Civil engineer solid construction
BHAteam Ingenieure AG
8500 Frauenfeld
Timber construction
Blumer Lehmann AG
9200 Gossau