The project
The aforementioned constraints led to the chosen structural form with a truss spacing of 5.20 - 7.00 m.
The construction method
The trusses are designed as an underbraced, buckled 3-hinged frame, which is additionally extended on one side by a post and bracing. This allows the bending moments in the stem to be reduced. The secondary structure consists of rafter purlins designed as Gerber girders. The trusses stand on clamped steel supports; the roofing was made of corrugated sternite.
Construction Data
- Total 260 m3 Wood
- Hall: 48 x 60 m
- Height ridge: 13.6 m
- Useful area: 2'880 m2
Services of Timbatec
- Condition analysis
- Inspection and monitoring
Timber constructioncontractors
Zimmerei Kühni AG
3435 Ramsei
Timber construction engineers
Timbatec Holzbauingenieure Schweiz AG, Thun
3600 Thun
Engineering Office Foundations
Kohler und Schöni Ingenieure AG
3415 Hasle
Client
Sportbetriebe Brünnli AG
3415 Hasle-Rüegsau