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  1. ejm166

    Slab on Grade?

    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...
  2. ejm166

    slab on grade or not?

    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...

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