Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length Formula

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Coefficient of Horizontal Subgrade is the reaction pressure sustained by the soil sample under standard conditions. Check FAQs
nh=EI(T)2
nh - Coefficient of Horizontal Subgrade?EI - Stiffness of Pile?T - Characteristic Pile Length?

Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length Example

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Here is how the Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length equation looks like with Values.

Here is how the Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length equation looks like with Units.

Here is how the Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length equation looks like.

3.9363Edit=12Edit(1.746Edit)2
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Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length Solution

Follow our step by step solution on how to calculate Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length?

FIRST Step Consider the formula
nh=EI(T)2
Next Step Substitute values of Variables
nh=12N/m(1.746m)2
Next Step Prepare to Evaluate
nh=12(1.746)2
Next Step Evaluate
nh=3.93634148549655
LAST Step Rounding Answer
nh=3.9363

Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length Formula Elements

Variables
Coefficient of Horizontal Subgrade
Coefficient of Horizontal Subgrade is the reaction pressure sustained by the soil sample under standard conditions.
Symbol: nh
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Stiffness of Pile
stiffness of Pile is the ability of a pile to resist deformation under load.
Symbol: EI
Measurement: Surface TensionUnit: N/m
Note: Value should be greater than 0.
Characteristic Pile Length
Characteristic Pile Length is the effective length of a pile that provides the necessary load-bearing capacity to support the structure's load.
Symbol: T
Measurement: LengthUnit: m
Note: Value should be greater than 0.

Other formulas in Laterally Loaded Vertical Piles category

​Go Characteristic Pile Length for Laterally Loaded Vertical Piles
T=(EInh)0.5
​Go Pile Stiffness given Characteristic Pile Length for Laterally Loaded Piles
EI=((T)2)nh
​Go Lateral Deflection of Pile with Head Free to Move
y=(AyPh(T3)EI)+(ByMt(T2)EI)
​Go Positive Moment Imposed on Pile
Mp=(AmPhT)+(BmMt)

How to Evaluate Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length?

Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length evaluator uses Coefficient of Horizontal Subgrade = Stiffness of Pile/(Characteristic Pile Length)^2 to evaluate the Coefficient of Horizontal Subgrade, The Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length formula is defined as a measure of the soil's resistance to horizontal displacement. It is used to model the response of soil to lateral loads, such as those applied by structures like piles, retaining walls, and foundations. Coefficient of Horizontal Subgrade is denoted by nh symbol.

How to evaluate Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length using this online evaluator? To use this online evaluator for Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length, enter Stiffness of Pile (EI) & Characteristic Pile Length (T) and hit the calculate button.

FAQs on Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length

What is the formula to find Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length?
The formula of Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length is expressed as Coefficient of Horizontal Subgrade = Stiffness of Pile/(Characteristic Pile Length)^2. Here is an example- 2.100804 = 12/(1.746)^2.
How to calculate Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length?
With Stiffness of Pile (EI) & Characteristic Pile Length (T) we can find Horizontal Subgrade Reaction Coefficient given Characteristic Pile Length using the formula - Coefficient of Horizontal Subgrade = Stiffness of Pile/(Characteristic Pile Length)^2.
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