puszka
Civil/Environmental
- Jul 12, 2022
- 30
Hi y'all,
I'm working with the Canadian Wood Code O86 and I can't for the life of me find any mention of biaxial bending.
Am I able to analyze the combined effect similarly to how I would in steel i.e. Mfx/Mrx + Mfy/Mry < 1.0? I forget what this kind of equation is called but it's very common, including for combined axial and bending resistance for sawn wood members.
I know steel is isotropic and wood anisotropic so I was looking for some insight before I fired away with making an equivalence.
I'm working with the Canadian Wood Code O86 and I can't for the life of me find any mention of biaxial bending.
Am I able to analyze the combined effect similarly to how I would in steel i.e. Mfx/Mrx + Mfy/Mry < 1.0? I forget what this kind of equation is called but it's very common, including for combined axial and bending resistance for sawn wood members.
I know steel is isotropic and wood anisotropic so I was looking for some insight before I fired away with making an equivalence.