Official Journal of the Japan Wood Research Society
Table 4 Stress state at point B
From: Study on in-plane shear failure mode of cross-laminated timber panel
Stress components | Value/MPa | Direction/° |
|---|---|---|
σ1 |  + 0.547 |  + 48.8 |
σ3 | −0.714 | −41.2 |
τ1 |  + 0.631 | −86.2 |
τ3 | −0.631 |  + 3.8 |