The project
The existing beam layers were each supported by a flat UNP joist, which in turn was suspended from an overhead truss.
The construction method
These could be built into the walls on the 2nd floor (apartments) above.
Construction Data
- UNP underbeam
Timber Construction Engineers
Timbatec Holzbauingenieure Schweiz AG, Thun
3600 Thun
Civil Engineer
Mark Helmle, Engineering Office
3600 Thun
Timber Construction
Lehnherr-Eschler Alfred
3752 Wimmis