I am in the process of designing a slab and footings for basically a raised equipment pad for a 90,000 lb generator (about 700 lb/sq ft). It is a 21' by 60' pad supported on all four sides raised about 6' above grade. There will be compacted "structural fill" on the inside of the...
I am in the process of designing a slab and footings for basically a raised equipment pad for a 90,000 lb generator (about 700 lb/sq ft). It is a 21' by 60' pad supported on all four sides raised about 6' above grade. There will be compacted "structural fill" on the inside of the...