Hi and Merry christmas to you all !
I am looking to manufacture my own sip panels using 2x OSB with a EPS core.
We intend using these to produce garages/additions and light weight structures.
As I am working through an architect and need to get some sort of structural test completed to satisfied all concerned.
Has anyone any knowledge on making basic machinery to complete the following Loading areas;
- Transverse
- Axial
- Shear
- Diaphragm
- Uplift
- Long term
- Impact
- Concentrated
Many Thanks
Tonya