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

✖Bearing Capacity Factor dependent on Surcharge is a parameter to determine the bearing capacity of shallow foundations subjected to surcharge loads.ⓘ Bearing Capacity Factor dependent on Surcharge [N_q]			+10% -10%
✖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.ⓘ Angle of Internal Friction of Soil [Φ_i]			+10% -10%

✖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.ⓘ Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis [N_γ]

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

STEP 0: Pre-Calculation Summary

Formula Used

Bearing Capacity Factor dependent on Unit Weight = 2*(Bearing Capacity Factor dependent on Surcharge+1)*tan((Angle of Internal Friction of Soil*pi)/180)
N_γ = 2*(N_q+1)*tan((Φ_i*pi)/180)
This formula uses 1 Constants, 1 Functions, 3 Variables

Constants Used

pi - Archimedes' constant Value Taken As 3.14159265358979323846264338327950288

Functions Used

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., tan(Angle)

Variables Used

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.
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.
Angle of Internal Friction of Soil - (Measured in Radian) - 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.

STEP 1: Convert Input(s) to Base Unit

Bearing Capacity Factor dependent on Surcharge: 2.01 --> No Conversion Required
Angle of Internal Friction of Soil: 82.87 Degree --> 1.44635435112743 Radian (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

N_γ = 2*(N_q+1)*tan((Φ_i*pi)/180) --> 2*(2.01+1)*tan((1.44635435112743*pi)/180)

Evaluating ... ...

N_γ = 0.151999034454354

STEP 3: Convert Result to Output's Unit

0.151999034454354 --> No Conversion Required

FINAL ANSWER

0.151999034454354 ≈ 0.151999 <-- Bearing Capacity Factor dependent on Unit Weight

(Calculation completed in 00.021 seconds)

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Birsa Institute of Technology (BIT), Sindri

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< Bearing Capacity of Soils Calculators

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

LaTeX Go Ultimate Bearing Capacity = ((Prandtls Cohesion/tan(Angle of Internal Friction of Soil))+(0.5*Dry Unit Weight of Soil*Width of Footing*sqrt(Coefficient of Passive Pressure))*(Coefficient of Passive Pressure*exp(pi*tan(Angle of Internal Friction of Soil))-1))

Net Ultimate Bearing Capacity given Ultimate Bearing Capacity

LaTeX Go Net Ultimate Bearing Capacity of Soil = Ultimate Bearing Capacity-Effective Surcharge in Kilo Pascal

Ultimate Bearing Capacity

LaTeX Go Ultimate Bearing Capacity = Net Ultimate Bearing Capacity of Soil+Effective Surcharge in Kilo Pascal

Effective Surcharge given Depth of Footing

LaTeX Go Effective Surcharge in Kilo Pascal = Unit Weight of Soil*Depth of Footing

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

LaTeX Go

Bearing Capacity Factor dependent on Unit Weight = 2*(Bearing Capacity Factor dependent on Surcharge+1)*tan((Angle of Internal Friction of Soil*pi)/180)
N_γ = 2*(N_q+1)*tan((Φ_i*pi)/180)

What is Bearing Capacity Factor?

Bearing capacity factors are empirically derived factors used in a bearing capacity equation that usually correlates with the angle of internal friction of the soil. See the bearing capacity technical guidance for equations and detailed calculations for applying the following bearing capacity factors.

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

Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis calculator 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 calculate 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 calculate Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis using this online calculator? To use this online calculator 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. Here is how the Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis calculation can be explained with given input values -> 0.151999 = 2*(2.01+1)*tan((1.44635435112743*pi)/180).

FAQ

What is Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis?

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 and is represented as N_γ = 2*(N_q+1)*tan((Φ_i*pi)/180) or Bearing Capacity Factor dependent on Unit Weight = 2*(Bearing Capacity Factor dependent on Surcharge+1)*tan((Angle of Internal Friction of Soil*pi)/180). Bearing Capacity Factor dependent on Surcharge is a parameter to determine the bearing capacity of shallow foundations subjected to surcharge loads & 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.

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

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 is calculated using 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 calculate Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis, you need Bearing Capacity Factor dependent on Surcharge (N_q) & Angle of Internal Friction of Soil (Φ_i). With our tool, you need to enter the respective value for Bearing Capacity Factor dependent on Surcharge & Angle of Internal Friction of Soil and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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