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Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis Formula

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Bearing Capacity Factor dependent on Unit Weight is a component in the calculation of the bearing capacity of soils. It is part of the general bearing capacity equation. Check FAQs

N γ = 2 \cdot (N q + 1) \cdot \tan (\frac{Φ i \cdot π}{180})

N_γ - Bearing Capacity Factor dependent on Unit Weight?N_q - Bearing Capacity Factor dependent on Surcharge?Φ_i - Angle of Internal Friction of Soil?π - Archimedes' constant?

Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis Example

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Here is how the Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis equation looks like with Values.

Here is how the Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis equation looks like with Units.

Here is how the Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis equation looks like.

0.152 = 2 \cdot (2.01 + 1) \cdot \tan (\frac{82.87 \cdot 3.1416}{180})

0.152 = 2 \cdot (2.01 + 1) \cdot \tan (\frac{82.87° \cdot 3.1416}{180})

0.152 = 2 \cdot (2.01 + 1) \cdot \tan (\frac{82.87 \cdot 3.1416}{180})

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Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis Solution

Follow our step by step solution on how to calculate Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis?

FIRST Step Consider the formula

N γ = 2 \cdot (N q + 1) \cdot \tan (\frac{Φ i \cdot π}{180})

Next Step Substitute values of Variables

∴

N γ = 2 \cdot (2.01 + 1) \cdot \tan (\frac{82.87° \cdot π}{180})

Next Step Substitute values of Constants

∴

N γ = 2 \cdot (2.01 + 1) \cdot \tan (\frac{82.87° \cdot 3.1416}{180})

Next Step Convert Units

∴

N γ = 2 \cdot (2.01 + 1) \cdot \tan (\frac{1.4464rad \cdot 3.1416}{180})

Next Step Prepare to Evaluate

∴

N γ = 2 \cdot (2.01 + 1) \cdot \tan (\frac{1.4464 \cdot 3.1416}{180})

Next Step Evaluate

∴

N γ = 0.151999034454354

LAST Step Rounding Answer

∴

N γ = 0.152

Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis Formula Elements

Variables

Constants

Functions

Bearing Capacity Factor dependent on Unit Weight

Bearing Capacity Factor dependent on Unit Weight is a component in the calculation of the bearing capacity of soils. It is part of the general bearing capacity equation.

Symbol: N_γ

Measurement: NAUnit: Unitless

Note: Value should be greater than 0.

Formulas to find Bearing Capacity Factor dependent on Unit Weight

Bearing Capacity Factor dependent on Surcharge

Bearing Capacity Factor dependent on Surcharge is a parameter to determine the bearing capacity of shallow foundations subjected to surcharge loads.

Symbol: N_q

Measurement: NAUnit: Unitless

Note: Value should be greater than 0.

Formulas to find Bearing Capacity Factor dependent on Surcharge

Angle of Internal Friction of Soil

Angle of Internal Friction of Soil is a measure of the soil's resistance to shear stress. It represents the angle at which soil particles resist sliding over each other.

Symbol: Φ_i

Measurement: AngleUnit: °

Note: Value should be between -180 to 180.

Formulas to find Angle of Internal Friction of Soil

Archimedes' constant

Archimedes' constant is a mathematical constant that represents the ratio of the circumference of a circle to its diameter.

Symbol: π

Value: 3.14159265358979323846264338327950288

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 Bearing Capacity of Soils category

Go Ultimate Bearing Capacity of Soil under Long Footing at Surface of Soil

q f = ((\frac{C}{\tan (Φ i)}) + (0.5 \cdot γ d \cdot B \cdot \sqrt{K P}) \cdot (K P \cdot \exp (π \cdot \tan (Φ i)) - 1))

Go Effective Surcharge given Depth of Footing

σ s = γ \cdot D

Go Ultimate Bearing Capacity

q f = q net + σ s

Go Net Ultimate Bearing Capacity given Ultimate Bearing Capacity

q net = q f - σ s

How to Evaluate Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis?

Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis evaluator uses Bearing Capacity Factor dependent on Unit Weight = 2*(Bearing Capacity Factor dependent on Surcharge+1)*tan((Angle of Internal Friction of Soil*pi)/180) to evaluate the Bearing Capacity Factor dependent on Unit Weight, The Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis formula 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 N_γ symbol.

How to evaluate Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis using this online evaluator? To use this online evaluator for Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis, enter Bearing Capacity Factor dependent on Surcharge (N_q) & Angle of Internal Friction of Soil (Φ_i) and hit the calculate button.

FAQs on Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis

What is the formula to find Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis?

The formula of Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis is expressed as Bearing Capacity Factor dependent on Unit Weight = 2*(Bearing Capacity Factor dependent on Surcharge+1)*tan((Angle of Internal Friction of Soil*pi)/180). Here is an example- 0.151999 = 2*(2.01+1)*tan((1.44635435112743*pi)/180).

How to calculate Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis?

With Bearing Capacity Factor dependent on Surcharge (N_q) & Angle of Internal Friction of Soil (Φ_i) we can find Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis using the formula - Bearing Capacity Factor dependent on Unit Weight = 2*(Bearing Capacity Factor dependent on Surcharge+1)*tan((Angle of Internal Friction of Soil*pi)/180). This formula also uses Archimedes' constant and Tangent (tan) function(s).

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