JAX91
Structural
- Jul 26, 2007
- 45
My company uses an old design guide to engineer foundations for dynamic equipment. The design guide assumes the foundation is rigid. To make the assumption that the foundation is rigid, the guide recommends providing a foundation thickness greater than or equal to 2’-0” plus the longest mat dimension divided by 30 (2+L/30). This seems a bit excessive, especially when you have a long skinny piece of equipment. I am currently design a foundation for a turbine driven compressor. The skid is roughly 64’-0”x9’-0”. I plan to provide a foundation that is 66’-0”x11’-0” in footprint. In order to meet the recommended rigidity requirements, I would have to make this foundation 4’-3” thick. The dynamic equipment on the skid weighs roughly 86,000 pounds. Using the old rule of thumb to provide a concrete mass equal to 3x the mass of the centrifugal equipment, my thickness would only need to be 2’-4”. According to the guide, however, this would not be rigid. Does anybody have a good reference on how to size a foundation to ensure that it is rigid? Or a good reference for designing dynamic equipment foundations?