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

✖Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge.ⓘ Bearing Capacity Factor dependent on Surcharge [N_q]			+10% -10%
✖Angle of Internal Friction of Soil is a shear strength parameter of soils.ⓘ Angle of Internal Friction of Soil [Φ_i]			+10% -10%

✖Bearing Capacity Factor dependent on Unit Weight is a constant whose value depends upon unit weight of soil.ⓘ Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis [N_γ]

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Formula

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

Formula

`"N"_{"γ"} = 2*("N"_{"q"}+1)*tan(("Φ"_{"i"}*pi)/180)`

Example

`"0.151999"=2*("2.01"+1)*tan(("82.87°"*pi)/180)`

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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 constant whose value depends upon unit weight of soil.
Bearing Capacity Factor dependent on Surcharge - Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge.
Angle of Internal Friction of Soil - (Measured in Radian) - Angle of Internal Friction of Soil is a shear strength parameter of soils.

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 00.020 seconds)

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Birsa Institute of Technology (BIT), Sindri

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< 16 Bearing Capacity of Soils Calculators

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

Go Ultimate Bearing Capacity = ((Prandtls Cohesion/tan(Angle of Internal Friction))+(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))-1))

Safe Bearing Capacity given Net Ultimate Bearing Capacity

Go Safe Bearing Capacity = (Net Ultimate Bearing Capacity in Soil/Factor of Safety in Bearing Capacity of Soil)+(Unit Weight of Soil*Depth of Footing in Soil)

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

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)

Net Safe Bearing Capacity given Ultimate Bearing Capacity

Go Net Safe Bearing Capacity in Soil = (Ultimate Bearing Capacity in Soil-Effective Surcharge in KiloPascal)/Factor of Safety in Bearing Capacity of Soil

Ultimate Bearing Capacity given Factor of Safety

Go Ultimate Bearing Capacity = (Net Safe Bearing Capacity in Soil*Factor of Safety in Bearing Capacity of Soil)+Effective Surcharge in KiloPascal

Angle of Internal Friction given Bearing Capacity by by Vesic's Analysis

Go Angle of Internal Friction = atan(Bearing Capacity Factor dependent on Unit Weight/(2*(Bearing Capacity Factor dependent on Surcharge+1)))

Ultimate Bearing Capacity given Depth of Footing

Go Ultimate Bearing Capacity = Net Ultimate Bearing Capacity in Soil+(Unit Weight of Soil*Depth of Footing in Soil)

Safe Bearing Capacity

Go Safe Bearing Capacity = Net Safe Bearing Capacity in Soil+(Unit Weight of Soil*Depth of Footing in Soil)

Depth of Footing given Safe Bearing Capacity

Go Depth of Footing = (Safe Bearing Capacity-Net Safe Bearing Capacity in Soil)/Unit Weight of Soil

Net Ultimate Bearing Capacity given Net Safe Bearing Capacity

Go Net Ultimate Bearing Capacity in Soil = Net Safe Bearing Capacity in Soil*Factor of Safety in Bearing Capacity of Soil

Net Safe Bearing Capacity

Go Net Safe Bearing Capacity in Soil = Net Ultimate Bearing Capacity in Soil/Factor of Safety in Bearing Capacity of Soil

Net Ultimate Bearing Capacity given Ultimate Bearing Capacity

Go Net Ultimate Bearing Capacity in Soil = Ultimate Bearing Capacity in Soil-Effective Surcharge in KiloPascal

Ultimate Bearing Capacity

Go Ultimate Bearing Capacity = Net Ultimate Bearing Capacity in Soil+Effective Surcharge in KiloPascal

Effective Surcharge given Depth of Footing

Go Effective Surcharge in KiloPascal = Unit Weight of Soil*Depth of Footing

Effective Surcharge given Net Pressure Intensity

Go Effective Surcharge in KiloPascal = Gross Pressure-Net Pressure

Net Pressure Intensity

Go Net Pressure = Gross Pressure-Effective Surcharge in KiloPascal

Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis 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)
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 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 -> 0.151494 = 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 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 constant whose value depends upon surcharge & Angle of Internal Friction of Soil is a shear strength parameter of soils.

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 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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