Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: FNDN: Residential footings considering frost depth

[Subject Prev][Subject Next][Thread Prev][Thread Next]

First of all, why go so far below the frost depth?  I thought the idea was just
to get the bottom of the footing or turn-down below the frost depth to prevent
frost heave. Something like 2'-8" to 3'-0" in your case would be good enough I
should think.

I also don't believe that you would have to do this on the interior of the
building.  The ground isn't going to freeze if the building is heated as in a
residential structure.

Just my 2 cents worth.

Bill Allen wrote:

> I am designing a residential type structure in a climate where there exists
> a 30" frost depth. I intend to design the foundation such that the footings
> go at least 18" below the frost depth for proper bearing. My question is: do
> I only have to do this for the exterior footings or do I also have to do
> this at the interior footings?

Sherman D. (Dan) Vines, EIT
Starzer & Ritchie, Inc.