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The structure consists of 16 floors with five-layer cross-laminated timber (CLT) floor panels, a concrete support plate on the second floor, and a steel roof. The CLT panels are point-supported on cross-laminated timber columns in a grid of 9.35 ft x 13.12 ft.
Beams were eliminated from the design by utilizing CLT’s two‑way spanning capabilities. Two full‑height concrete cores, for lateral stability, complete the structure.
The structural analysis for the CLT components was completed by Fast + Epp using RFEM in conjunction with the RF‑LAMINATE add‑on module.
Fast + Epp
Vancouver, BC, Canada
www.fastepp.com
Display of internal forces of the CLT floor panels in the RFEM model © Fast + Epp
Beams were eliminated from the design by utilizing CLT’s two‑way spanning capabilities. Two full‑height concrete cores, for lateral stability, complete the structure.
The structural analysis for the CLT components was completed by Fast + Epp using RFEM in conjunction with the RF‑LAMINATE add‑on module.
Fast + Epp
Vancouver, BC, Canada
www.fastepp.com
Display of internal forces of the CLT floor panels in the RFEM model © Fast + Epp
Cross-Laminated Timber Floor Panels
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Customer Project / View Only
| Number of Nodes | 989 |
| Number of Lines | 1207 |
| Number of Members | 33 |
| Number of Surfaces | 160 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 2 |
| Total Weight | 52.612 tons |
| Dimensions (Metric) | 56.760 x 15.816 x 0.000 m |
| Dimensions (Imperial) | 186.22 x 51.89 x 0 feet |
| Program Version | 5.07.00 |
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