14erclimberIA
Structural
- Jun 21, 2010
- 1
I'm working on a project that is going to require a rubber sheet (10'-0 long x 2'-0) to be adhered 6" onto a horizontal steel plate with the remaining 1'-6 of width then cantilever off the the side. How do I find out what the minimum DURO and thickness of material I need to achieve a minimum amount of downward delflection under the sheet own self weight? We would be satisfied with 4-6 inches of deflection, does anyone have any suggestions? Do there exist any charts or equations, etc, related to this?