
Frost line depth - Foundation engineering - Eng-Tips
Nov 14, 2013 · Here a number of codes do define "frost depth" as required foundation depth for outside walls. However, that "frost depth" can vary considerably, depending on moisture …
Drilled Pier Frost Heave - Structural engineering general discussion ...
Oct 19, 2021 · In Alberta, frost depth is variable, sometimes taken to be about 4'-0" for heated to 6'-0" for unheated buildings . Typical soil is glacial clay. Grade beams are usually underlain by …
Actual frost depths - Foundation engineering - Eng-Tips
Oct 13, 2003 · Frost penetration varies with soil type/condition, exposure condition(i.e. cleared surface vs. snow covered) as well as temperatures. I believe that the USCAE have come up …
Frost Protection Depth - Structural engineering general ... - Eng-Tips
Aug 2, 2002 · This may sound dumb, but I have to ask it... I'm designing a generator pad that will be constructed in an area with existing concrete paving, 6" thick. Top-of-pad will be 6" above …
Home - Roblox Forum Archive
Welcome. Welcome to the Roblox Forum Archive made by Froast.This website holds every forum posts made on the Roblox Forum which was closed December 22nd.
Concrete Slab on Grade Stair - Structural engineering general ...
Aug 14, 2010 · The part that I get stuck on is what happens right at the threshold. Theoretically, if you get frost heave at that location, the upward force on the connection tying the stair to the …
Cantilever Retaining Wall Frost Depth - Eng-Tips
Aug 16, 2018 · Frost penetrates deeper when the wall is not adjacent to a heated space, so frost depth outside the wall of a heated building will be shallower than a retaining wall in an open …
Floating slab on grade detail at exterior door 1 - Eng-Tips
Dec 1, 2008 · This is in an area where frost heave is not a big concern (frost depth typically 12" by code, but probably actually less than that). The slab is 5" thick. The strip footing is 1'-4" thick x …
NESC conduit burial depth requirements? - Eng-Tips
Apr 7, 2008 · That being said - Rule 322A3 states that you must consider loading from external forces (surface loads) for conduit that is less than 3ft. 36" min. is good practice for primary …
External Static Pressure vs. Total Static Pressure 1 - Eng-Tips
Apr 28, 2001 · ESP is the static pressure "external to the air handler" needed to overcome only the duct friction losses.