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FROST PRODUCT MARKETING INC

SCHULTZ-USA

Company Name:
Corporate Name:
FROST PRODUCT MARKETING INC
Company Title:  
Company Description:  
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Company Address: INC,SCHULTZ,TX,USA 
ZIP Code:
Postal Code:
77055 
Telephone Number: 7139601121 (+1-713-960-1121) 
Fax Number: 7139608554 (+1-713-960-8554) 
Website:
freedroptop. com 
Email:
 
USA SIC Code(Standard Industrial Classification Code):
874213 
USA SIC Description:
Marketing Programs & Services 
Number of Employees:
 
Sales Amount:
 
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Contact Person:
 
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Company News:
  • Top or Bottom of Footing? | Eng-Tips
    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
  • Can foundation weight allow avoidance of frost depth? | Eng-Tips
    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"
  • Avg. Max. Frost Depth in South Carolina | Eng-Tips
    Concur with blackwed, however assuming a frost depth of 6 inches anywhere in South Carolina is a typical, very conservative assumption The state currently uses IBC 2003
  • Frost Heave Calculation | Eng-Tips
    Frost heave can easily be several inches in northern states with frost-susceptible (silty) soils and a shallow water table or just poor drainage On the other hand, dry, clean, sand or gravel may freeze without heaving Heave can vary a lot from year to year depending on moisture conditions and weather
  • Crushed stone size limitation for non-expansive frostfree fill
    Hi, Guys, Need help here I remember there was a thread before, which discusses about the crushed stone size for use as non-expansive frostfree fill But I
  • Drilled Pier Frost Heave | Eng-Tips
    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
  • Preheat coil on AHU - cold climate | Eng-Tips
    The "frost thermostat" you mention is commonly called a freezestat It is normally an averaging sensor installed downstream of the preheat coil, and it is wired into the fan control circuit to shut down the fan if the temperature approaches freezing
  • How is frost depth determined calculated? | Eng-Tips
    If frost depth is determined for a county, how many tests do they perform before the county is satisfied with their estimate of frost depth? Is climate change taken into account in frost depth calculations? It seems to me that there are a ton of variables that could affect frost depth, so am just curious how these numbers are typically determined
  • Frost Depth | Eng-Tips
    Frost depth also tends to presume a bit of "heated building" in the tabulated numbers, so keep that in mind for say, a freezer building, unheated storage, etc
  • Frost depth consideration in existing rock layer | Eng-Tips
    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?




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