Correction Factor Ny for Rectangle Calculator

✖Width of Footing is the shorter dimension of the footing.ⓘ Width of Footing [B]			+10% -10%
✖Length of Footing is the length of the larger dimension of the footing.ⓘ Length of Footing [L]			+10% -10%

✖Correction Factor NY is the function of angle of internal friction Ø.ⓘ Correction Factor Ny for Rectangle [N _ϒ]

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Formula

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Correction Factor Ny for Rectangle

Formula

`"N "_{"ϒ"} = 1-0.4*("B"/"L")`

Example

`"0.8"=1-0.4*("2m"/"4m")`

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Correction Factor Ny for Rectangle Solution

STEP 0: Pre-Calculation Summary

Formula Used

Correction Factor NY = 1-0.4*(Width of Footing/Length of Footing)
N _ϒ = 1-0.4*(B/L)
This formula uses 3 Variables

Variables Used

Correction Factor NY - Correction Factor NY is the function of angle of internal friction Ø.
Width of Footing - (Measured in Meter) - Width of Footing is the shorter dimension of the footing.
Length of Footing - (Measured in Meter) - Length of Footing is the length of the larger dimension of the footing.

STEP 1: Convert Input(s) to Base Unit

Width of Footing: 2 Meter --> 2 Meter No Conversion Required
Length of Footing: 4 Meter --> 4 Meter No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

N _ϒ = 1-0.4*(B/L) --> 1-0.4*(2/4)

Evaluating ... ...

N _ϒ = 0.8

STEP 3: Convert Result to Output's Unit

0.8 --> No Conversion Required

FINAL ANSWER

0.8 <-- Correction Factor NY

(Calculation completed in 00.006 seconds)

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Home » Engineering » Civil » Geotechnical Engineering » Foundation Stability Analysis » Correction Factor Ny for Rectangle

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Created by Alithea Fernandes

Don Bosco College of Engineering (DBCE), Goa

Alithea Fernandes has created this Calculator and 100+ more calculators!

Verified by Kethavath Srinath

Osmania University (OU), Hyderabad

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< 11 Foundation Stability Analysis Calculators

Net Bearing Capacity of Long Footing in Foundation Stability Analysis

Go Net Bearing Capacity = (Alpha Footing Factor*Undrained Shear Strength in Soil*Bearing Capacity Factor)+(Effective Vertical Shear Stress in Soil*Bearing Capacity Factor Nq)+(Beta Footing Factor*Unit Weight of Soil*Width of Footing*Value of Nγ)

Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged

Go Maximum Bearing Pressure = (Axial Load on Soil/Area of Footing)*(1+(Loading Eccentricity 1*Principal Axis 1/(Radius of Gyration 1^2))+(Loading Eccentricity 2*Principal Axis 2/(Radius of Gyration 2^2)))

Maximum Bearing Pressure for Eccentric Loading Conventional Case

Go Maximum Bearing Pressure = (Circumference of Group in Foundation/(Breadth of Dam*Length of Footing))*(1+((6*Eccentricity of the Load on Soil)/Breadth of Dam))

Minimum Bearing Pressure for Eccentric Loading Conventional Case

Go Bearing Pressure Minimum = (Axial Load on Soil/(Breadth of Dam*Length of Footing))*(1-((6*Eccentricity of the Load on Soil)/Breadth of Dam))

Maximum Soil Pressure

Go Maximum Soil Pressure = (2*Axial Load on Soil)/(3*Length of Footing*((Width of Footing/2)-Eccentricity of the Load on Soil))

Correction Factor Nc for Rectangle

Go Correction Factor Nc = 1+(Width of Footing/Length of Footing)*(Bearing Capacity Factor Nq/Bearing Capacity Factor)

Correction Factor for Rectangle

Go Correction Factor Nq = 1+(Width of Footing/Length of Footing)*(tan(Angle of Internal Friction))

Net Bearing Capacity for Undrained Loading of Cohesive Soils

Go Net Bearing Capacity = Alpha Footing Factor*Bearing Capacity Factor Nq*Undrained Shear Strength in Soil

Correction Factor Nc for Circle and Square

Go Correction Factor Nc = 1+(Bearing Capacity Factor Nq/Bearing Capacity Factor)

Correction Factor Ny for Rectangle

Go Correction Factor NY = 1-0.4*(Width of Footing/Length of Footing)

Correction Factor for Circle and Square

Go Correction Factor Nq = 1+tan(Angle of Internal Friction)

Correction Factor Ny for Rectangle Formula

Correction Factor NY = 1-0.4*(Width of Footing/Length of Footing)
N _ϒ = 1-0.4*(B/L)

What is Bearing Capacity Factor?

Bearing capacity is the ability of the underlying soil to support the foundation loads without shear failure. 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.

How to Calculate Correction Factor Ny for Rectangle?

Correction Factor Ny for Rectangle calculator uses Correction Factor NY = 1-0.4*(Width of Footing/Length of Footing) to calculate the Correction Factor NY, The Correction Factor Ny for Rectangle formula is defined as the shape corrections for bearing-capacity factors of Shallow Foundations. Correction Factor NY is denoted by N _ϒ symbol.

How to calculate Correction Factor Ny for Rectangle using this online calculator? To use this online calculator for Correction Factor Ny for Rectangle, enter Width of Footing (B) & Length of Footing (L) and hit the calculate button. Here is how the Correction Factor Ny for Rectangle calculation can be explained with given input values -> 0.8 = 1-0.4*(2/4).

FAQ

What is Correction Factor Ny for Rectangle?

The Correction Factor Ny for Rectangle formula is defined as the shape corrections for bearing-capacity factors of Shallow Foundations and is represented as N _ϒ = 1-0.4*(B/L) or Correction Factor NY = 1-0.4*(Width of Footing/Length of Footing). Width of Footing is the shorter dimension of the footing & Length of Footing is the length of the larger dimension of the footing.

How to calculate Correction Factor Ny for Rectangle?

The Correction Factor Ny for Rectangle formula is defined as the shape corrections for bearing-capacity factors of Shallow Foundations is calculated using Correction Factor NY = 1-0.4*(Width of Footing/Length of Footing). To calculate Correction Factor Ny for Rectangle, you need Width of Footing (B) & Length of Footing (L). With our tool, you need to enter the respective value for Width of Footing & Length of Footing 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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