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Concur with blackwed, however assuming a frost depth of 6 inches anywhere in south carolina is a typical, very conservative assumption In freeze areas, provide a deep enough foundation underneath to avoid frost heave and the resulting jamming of the door as it tries to open. The state currently uses ibc 2003.
On the other hand, dry, clean, sand or gravel may freeze without heaving Provide proper surfaces to exit on, such as a landing, stairway, ramp, etc Heave can vary a lot from year to year depending on moisture conditions and weather.
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. A contractor is suggesting the use of 1ft deep, very wide concrete slab to support heavy rotating equipment The local jurisdiction has a required frost depth 42in Can a very heavy foundation (while still below the allowable bearing capacity of the soil) eliminate the need to go below the 42.
Hi, guys, need help here Hello, i am currently designing concrete drilled piers, and per the geotech report, the recommendations incur a 1600 psf design stress for potential frost heave The recommendations also state that placing friction reducing material can be considered as an alternate option to prevent damage. If i propose to install a strip footing of reinf
Concrete for live and dead loads such that design allowable soil bearing capacity is 8000 psf.do i have to be concerned about the fact that the existing rock layer is above the frost line?
Hello all, how can i determine the frost line depth for a project in virginia All i can find in the code is in r301.2 which leaves in up to the locality The online version of the code is blank in this section Any help would be appreciated.
The frost line here is approximately 42 and the water within the sprinkler system will not be flowing unless there is a fire in the building, so we believe that there is a real pottential for the water within the line to freeze Stoops are any sort of entrance entity that is situated adjacent to building exits They serve two main purposes
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