The building was constructed entirely from timber. In total, 3.385 m² (36,436 ft²) of cross‑laminated timber panels and 24 m³ (848 ft³) of glued-laminated timber were used. The engineers Berger and Gadner from Merano performed the structural analysis. The whole supporting structure was analyzed as a 3D model in RFEM.
Structure
The 3D model was created in AutoCAD and imported to Dlubal Software using the interface integrated in RFEM.
The cross‑laminated timber surfaces for the roof and wall elements were entered as orthotropic surfaces with a stiffness matrix. Linear hinges with spring stiffnesses corresponding to the fasteners used were also arranged at the connection points.
Seismic design was performed in the RF‑DYNAM add-on module according to the Canadian seismic standard NBC 2005.
| Structural Design | Structural Analysis Dr. Ing. Berger, Dr. Ing. Gadner Meran, Italy |
| Construction | Construction AHC-Derix, Canada Engineering Styxworks LLC, USA styxworks.com |
| Investor | The Order of Discalced Carmelites Canada |