Material properties of the CLT panel
| CLT stress grade | E1 |
|---|---|
| Layers | |
| Orientation | Longitudinal |
| Species combination | S-P-F |
| Stress class | 1950 Fb−1.7E MSR |
| Bending at extreme fiber, fb (MPa) | 28.2 |
| Longitudinal shear, fv (MPa) | 1.5 |
| Rolling shear, fs (MPa) | 0.5 |
| Compression parallel to grain, fc (MPa) | 19.3 |
| Compression perpendicular to grain, fcp (MPa) | 5.3 |
| Tension parallel to the grain, ft (MPa) | 15.4 |
| Modulus of elasticity, E (MPa) | 11,700 |
| Shear modulus, G (MPa) | 731 |
| Rolling shear modulus, Gs (MPa) | 73.1 |
| CLT stress grade | E1 |
|---|---|
| Layers | |
| Orientation | Longitudinal |
| Species combination | S-P-F |
| Stress class | 1950 Fb−1.7E MSR |
| Bending at extreme fiber, fb (MPa) | 28.2 |
| Longitudinal shear, fv (MPa) | 1.5 |
| Rolling shear, fs (MPa) | 0.5 |
| Compression parallel to grain, fc (MPa) | 19.3 |
| Compression perpendicular to grain, fcp (MPa) | 5.3 |
| Tension parallel to the grain, ft (MPa) | 15.4 |
| Modulus of elasticity, E (MPa) | 11,700 |
| Shear modulus, G (MPa) | 731 |
| Rolling shear modulus, Gs (MPa) | 73.1 |
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