Bearing Capacity Factor Dependent on Unit Weight for Square Footing Solution

STEP 0: Pre-Calculation Summary
Formula Used
Bearing Capacity Factor dependent on Unit Weight = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.4*Unit Weight of Soil*Width of Footing)
Nγ = (qfc-(σs*Nq))/(0.4*γ*B)
This formula uses 6 Variables
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.
Ultimate Bearing Capacity in Soil - (Measured in Pascal) - Ultimate Bearing Capacity in Soil is defined as the minimum gross pressure intensity at the base of the foundation at which the soil fails in shear.
Effective Surcharge in KiloPascal - (Measured in Pascal) - Effective Surcharge in KiloPascal also called as surcharge load refers to the vertical pressure or any load that acts over the ground surface additional to basic earth pressure.
Bearing Capacity Factor dependent on Surcharge - Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge.
Unit Weight of Soil - (Measured in Newton per Cubic Meter) - Unit Weight of Soil mass is the ratio of the total weight of soil to the total volume of soil.
Width of Footing - (Measured in Meter) - Width of Footing is the shorter dimension of the footing.
STEP 1: Convert Input(s) to Base Unit
Ultimate Bearing Capacity in Soil: 127.8 Kilopascal --> 127800 Pascal (Check conversion ​here)
Effective Surcharge in KiloPascal: 45.9 Kilonewton per Square Meter --> 45900 Pascal (Check conversion ​here)
Bearing Capacity Factor dependent on Surcharge: 2.01 --> No Conversion Required
Unit Weight of Soil: 18 Kilonewton per Cubic Meter --> 18000 Newton per Cubic Meter (Check conversion ​here)
Width of Footing: 2 Meter --> 2 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Nγ = (qfc-(σs*Nq))/(0.4*γ*B) --> (127800-(45900*2.01))/(0.4*18000*2)
Evaluating ... ...
Nγ = 2.468125
STEP 3: Convert Result to Output's Unit
2.468125 --> No Conversion Required
FINAL ANSWER
2.468125 <-- Bearing Capacity Factor dependent on Unit Weight
(Calculation completed in 00.008 seconds)

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Bearing Capacity of Non cohesive Soil Calculators

Bearing Capacity Factor Dependent on Unit Weight for Strip Footing
​ LaTeX ​ Go Bearing Capacity Factor dependent on Unit Weight = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.5*Unit Weight of Soil*Width of Footing)
Effective Surcharge given Bearing Capacity of Non Cohesive Soil for Strip Footing
​ LaTeX ​ Go Effective Surcharge in KiloPascal = (Ultimate Bearing Capacity in Soil-(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight))/Bearing Capacity Factor dependent on Surcharge
Bearing Capacity Factor Dependent on Surcharge for Strip Footing
​ LaTeX ​ Go Bearing Capacity Factor dependent on Surcharge = (Ultimate Bearing Capacity in Soil-(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight))/Effective Surcharge in KiloPascal
Bearing Capacity of Non Cohesive Soil for Strip Footing
​ LaTeX ​ Go Ultimate Bearing Capacity in Soil = (Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight)

Bearing Capacity Factor Dependent on Unit Weight for Square Footing Formula

​LaTeX ​Go
Bearing Capacity Factor dependent on Unit Weight = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.4*Unit Weight of Soil*Width of Footing)
Nγ = (qfc-(σs*Nq))/(0.4*γ*B)

What is Bearing Capacity?

In geotechnical engineering, bearing capacity is the capacity of soil to support the loads applied to the ground. The bearing capacity of soil is the maximum average contact pressure between the foundation and the soil which should not produce shear failure in the soil.

How to Calculate Bearing Capacity Factor Dependent on Unit Weight for Square Footing?

Bearing Capacity Factor Dependent on Unit Weight for Square Footing calculator uses Bearing Capacity Factor dependent on Unit Weight = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.4*Unit Weight of Soil*Width of Footing) to calculate the Bearing Capacity Factor dependent on Unit Weight, The Bearing Capacity Factor Dependent on Unit Weight for Square Footing 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 Nγ symbol.

How to calculate Bearing Capacity Factor Dependent on Unit Weight for Square Footing using this online calculator? To use this online calculator for Bearing Capacity Factor Dependent on Unit Weight for Square Footing, enter Ultimate Bearing Capacity in Soil (qfc), Effective Surcharge in KiloPascal s), Bearing Capacity Factor dependent on Surcharge (Nq), Unit Weight of Soil (γ) & Width of Footing (B) and hit the calculate button. Here is how the Bearing Capacity Factor Dependent on Unit Weight for Square Footing calculation can be explained with given input values -> 2.5 = (127800-(45900*2.01))/(0.4*18000*2).

FAQ

What is Bearing Capacity Factor Dependent on Unit Weight for Square Footing?
The Bearing Capacity Factor Dependent on Unit Weight for Square Footing 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 Nγ = (qfc-(σs*Nq))/(0.4*γ*B) or Bearing Capacity Factor dependent on Unit Weight = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.4*Unit Weight of Soil*Width of Footing). Ultimate Bearing Capacity in Soil is defined as the minimum gross pressure intensity at the base of the foundation at which the soil fails in shear, Effective Surcharge in KiloPascal also called as surcharge load refers to the vertical pressure or any load that acts over the ground surface additional to basic earth pressure, Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge, Unit Weight of Soil mass is the ratio of the total weight of soil to the total volume of soil & Width of Footing is the shorter dimension of the footing.
How to calculate Bearing Capacity Factor Dependent on Unit Weight for Square Footing?
The Bearing Capacity Factor Dependent on Unit Weight for Square Footing 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 = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.4*Unit Weight of Soil*Width of Footing). To calculate Bearing Capacity Factor Dependent on Unit Weight for Square Footing, you need Ultimate Bearing Capacity in Soil (qfc), Effective Surcharge in KiloPascal s), Bearing Capacity Factor dependent on Surcharge (Nq), Unit Weight of Soil (γ) & Width of Footing (B). With our tool, you need to enter the respective value for Ultimate Bearing Capacity in Soil, Effective Surcharge in KiloPascal, Bearing Capacity Factor dependent on Surcharge, Unit Weight of Soil & Width of Footing 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 Bearing Capacity Factor dependent on Unit Weight?
In this formula, Bearing Capacity Factor dependent on Unit Weight uses Ultimate Bearing Capacity in Soil, Effective Surcharge in KiloPascal, Bearing Capacity Factor dependent on Surcharge, Unit Weight of Soil & Width of Footing. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Bearing Capacity Factor dependent on Unit Weight = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.5*Unit Weight of Soil*Width of Footing)
  • Bearing Capacity Factor dependent on Unit Weight = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.3*Unit Weight of Soil*Diameter of Section)
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