Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient Formula

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Bearing Capacity Factor dependent on Unit Weight is a constant whose value depends upon unit weight of soil. Check FAQs
Nγ=(tan((φ))2)((KP(cos(φ))2)-1)
Nγ - Bearing Capacity Factor dependent on Unit Weight?φ - Angle of Shearing Resistance?KP - Coefficient of Passive Pressure?

Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient Example

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Here is how the Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient equation looks like with Values.

Here is how the Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient equation looks like with Units.

Here is how the Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient equation looks like.

1.6Edit=(tan((45Edit))2)((2.1Edit(cos(45Edit))2)-1)
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Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient Solution

Follow our step by step solution on how to calculate Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient?

FIRST Step Consider the formula
Nγ=(tan((φ))2)((KP(cos(φ))2)-1)
Next Step Substitute values of Variables
Nγ=(tan((45°))2)((2.1(cos(45°))2)-1)
Next Step Convert Units
Nγ=(tan((0.7854rad))2)((2.1(cos(0.7854rad))2)-1)
Next Step Prepare to Evaluate
Nγ=(tan((0.7854))2)((2.1(cos(0.7854))2)-1)
Next Step Evaluate
Nγ=1.59999999999891
LAST Step Rounding Answer
Nγ=1.6

Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient Formula Elements

Variables
Functions
Bearing Capacity Factor dependent on Unit Weight
Bearing Capacity Factor dependent on Unit Weight is a constant whose value depends upon unit weight of soil.
Symbol: Nγ
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Angle of Shearing Resistance
Angle of Shearing Resistance is known as a component of the shear strength of the soils which is basically frictional material and composed of individual particles.
Symbol: φ
Measurement: AngleUnit: °
Note: Value should be greater than 0.
Coefficient of Passive Pressure
Coefficient of Passive Pressure is defined as the ratio of the horizontal to vertical stress.
Symbol: KP
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
cos
Cosine of an angle is the ratio of the side adjacent to the angle to the hypotenuse of the triangle.
Syntax: cos(Angle)
tan
The tangent of an angle is a trigonometric ratio of the length of the side opposite an angle to the length of the side adjacent to an angle in a right triangle.
Syntax: tan(Angle)

Other formulas in Terzaghi's Analysis Purely Cohesive Soil category

​Go Bearing Capacity for Purely Cohesive Soil
qf=((CsNc)+(σsNq))
​Go Cohesion of Soil given Bearing Capacity for Purely Cohesive Soil
Cs=qfc-(σsNq)Nc
​Go Bearing Capacity Factor Dependent on cohesion for Purely Cohesive Soil
Nc=qfc-((σs)Nq)Cs
​Go Effective Surcharge given Bearing Capacity for Purely Cohesive Soil
σs=qf-(CsNc)Nq

How to Evaluate Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient?

Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient evaluator uses Bearing Capacity Factor dependent on Unit Weight = (tan((Angle of Shearing Resistance))/2)*((Coefficient of Passive Pressure/(cos(Angle of Shearing Resistance))^2)-1) to evaluate the Bearing Capacity Factor dependent on Unit Weight, The Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient is defined as the value of bearing capacity factor dependent on unit weight when we have prior information of other parameters used. Bearing Capacity Factor dependent on Unit Weight is denoted by Nγ symbol.

How to evaluate Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient using this online evaluator? To use this online evaluator for Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient, enter Angle of Shearing Resistance (φ) & Coefficient of Passive Pressure (KP) and hit the calculate button.

FAQs on Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient

What is the formula to find Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient?
The formula of Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient is expressed as Bearing Capacity Factor dependent on Unit Weight = (tan((Angle of Shearing Resistance))/2)*((Coefficient of Passive Pressure/(cos(Angle of Shearing Resistance))^2)-1). Here is an example- -0.34 = (tan((0.785398163397301))/2)*((2.1/(cos(0.785398163397301))^2)-1).
How to calculate Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient?
With Angle of Shearing Resistance (φ) & Coefficient of Passive Pressure (KP) we can find Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient using the formula - Bearing Capacity Factor dependent on Unit Weight = (tan((Angle of Shearing Resistance))/2)*((Coefficient of Passive Pressure/(cos(Angle of Shearing Resistance))^2)-1). This formula also uses Cosine (cos), Tangent (tan) function(s).
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