Correction Factor for Rectangle Solution

STEP 0: Pre-Calculation Summary
Formula Used
Correction Factor Nq = 1+(Width of Footing/Length of Footing)*(tan(Angle of Internal Friction))
N q = 1+(B/L)*(tan(φ))
This formula uses 1 Functions, 4 Variables
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
Correction Factor Nq - Correction Factor Nq 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.
Angle of Internal Friction - (Measured in Radian) - Angle of Internal Friction is the angle measured between the normal force and resultant force.
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
Angle of Internal Friction: 46 Degree --> 0.802851455917241 Radian (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
N q = 1+(B/L)*(tan(φ)) --> 1+(2/4)*(tan(0.802851455917241))
Evaluating ... ...
N q = 1.51776515689513
STEP 3: Convert Result to Output's Unit
1.51776515689513 --> No Conversion Required
FINAL ANSWER
1.51776515689513 1.517765 <-- Correction Factor Nq
(Calculation completed in 00.020 seconds)

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Created by Alithea Fernandes
Don Bosco College of Engineering (DBCE), Goa
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Osmania University (OU), Hyderabad
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Foundation Stability Analysis Calculators

Net Bearing Capacity of Long Footing in Foundation Stability Analysis
​ LaTeX ​ Go Net Bearing Capacity = (Alpha Footing Factor*Undrained Shear Strength of 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 for Eccentric Loading Conventional Case
​ LaTeX ​ 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
​ LaTeX ​ 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))
Net Bearing Capacity for Undrained Loading of Cohesive Soils
​ LaTeX ​ Go Net Bearing Capacity = Alpha Footing Factor*Bearing Capacity Factor Nq*Undrained Shear Strength of Soil

Correction Factor for Rectangle Formula

​LaTeX ​Go
Correction Factor Nq = 1+(Width of Footing/Length of Footing)*(tan(Angle of Internal Friction))
N q = 1+(B/L)*(tan(φ))

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 for Rectangle?

Correction Factor for Rectangle calculator uses Correction Factor Nq = 1+(Width of Footing/Length of Footing)*(tan(Angle of Internal Friction)) to calculate the Correction Factor Nq, The Correction Factor for Rectangle formula is defined as the shape corrections for bearing-capacity factors of Shallow Foundations. Correction Factor Nq is denoted by N q symbol.

How to calculate Correction Factor for Rectangle using this online calculator? To use this online calculator for Correction Factor for Rectangle, enter Width of Footing (B), Length of Footing (L) & Angle of Internal Friction (φ) and hit the calculate button. Here is how the Correction Factor for Rectangle calculation can be explained with given input values -> 1.517765 = 1+(2/4)*(tan(0.802851455917241)).

FAQ

What is Correction Factor for Rectangle?
The Correction Factor for Rectangle formula is defined as the shape corrections for bearing-capacity factors of Shallow Foundations and is represented as N q = 1+(B/L)*(tan(φ)) or Correction Factor Nq = 1+(Width of Footing/Length of Footing)*(tan(Angle of Internal Friction)). Width of Footing is the shorter dimension of the footing, Length of Footing is the length of the larger dimension of the footing & Angle of Internal Friction is the angle measured between the normal force and resultant force.
How to calculate Correction Factor for Rectangle?
The Correction Factor for Rectangle formula is defined as the shape corrections for bearing-capacity factors of Shallow Foundations is calculated using Correction Factor Nq = 1+(Width of Footing/Length of Footing)*(tan(Angle of Internal Friction)). To calculate Correction Factor for Rectangle, you need Width of Footing (B), Length of Footing (L) & Angle of Internal Friction (φ). With our tool, you need to enter the respective value for Width of Footing, Length of Footing & Angle of Internal Friction and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Correction Factor Nq?
In this formula, Correction Factor Nq uses Width of Footing, Length of Footing & Angle of Internal Friction. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Correction Factor Nq = 1+tan(Angle of Internal Friction)
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