Ben29
Structural
- Aug 7, 2014
- 321
I was asked to analyze an existing slab on grade for the installation of new walk-in coolers and/or walk-in freezers in various buildings.
The architect did not give me cut sheets for the walk-in units. But from my research I see that they are generally pretty light (30 - 40 psf). I also read from a previous thread that I should design for a LL = 275 psf,
My proposal is strictly for "analyzing the slab on grade to support the dead load + live load of the new units". But now I am wondering if I should take other factors into consideration as well?
Do I need to take special consideration of the temperature transfer? Or will the manufacturer typically provide floor insulation that goes above the slab?
Do I need to take special consideration for a walk-in freezer that is being installed on an existing loading dock slab?
The architect did not give me cut sheets for the walk-in units. But from my research I see that they are generally pretty light (30 - 40 psf). I also read from a previous thread that I should design for a LL = 275 psf,
My proposal is strictly for "analyzing the slab on grade to support the dead load + live load of the new units". But now I am wondering if I should take other factors into consideration as well?
Do I need to take special consideration of the temperature transfer? Or will the manufacturer typically provide floor insulation that goes above the slab?
Do I need to take special consideration for a walk-in freezer that is being installed on an existing loading dock slab?