Notes
1. Span of wall panel to be taken as clear distance between supports + panel depth.
2. Surcharge loading assumes material ‘heaped ‘ to an angle equal to the materials angle of repose.
3. Wall panels have NOT been designed to resist any impact loads from plant or machinery.
4. Silage loading has been assessed in accordance with BS 5502: Part22 Gross vehicle weight not to exceed 8.0T and silage not to have moisture content greater than 80% when rolled.
5. For materials not listed above refer to Poundfield Products Technical Department