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- Frost Protection with ASCE 32 - Structural engineering general ...The client is looking to turn the slab down 16” into the ground and then place 32” for granular soil under the footing to provide frost protection. In accordance with chapter 18 of IBC 2015 you either need to construct the footings below frost line or construct in accordance with ASCE 32. Section 4.2 of ASCE 32 appears to allow for this ...
- Deep frost depth - Foundation engineering - Eng-TipsIn our locale (Anchorage Alaska), design frost depth is 10 feet. For continuously heated buildings, perimeter footings are placed at 42" minimum cover (to bottom), interior footings as necessary for stability, typically 12" minimum. Perimeter footing walls are insulated to direct heat to below footings (anf prevent freezing).
- "Top" or "Bottom" of Footing? - Foundation engineering - Eng-TipsJAE (Structural) 5 Apr 08 12:31. Frost depth always has been and should be to the bottom of the footing. You are trying to avoid a condition where frost occurs in the soil directly under a footing and in which case the soil expands (or rather the moisture freezes and expands within the soil matrix) and dislocates the footing.
- Structural engineering general discussion - Eng-TipsThe thought here is to allow the ground around and below the pad to freeze more or less equally. Problems can occur whenever limited areas are subject to movement (due to moisture and frost variations)such as the exterior edges of a heated building. wsiladi (Structural) 18 Jul 03 13:00. I have to take issue with the last statement.
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