Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing Solution

STEP 0: Pre-Calculation Summary
Formula Used
Unit Weight of Soil = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.4*Bearing Capacity Factor dependent on Unit Weight*Width of Footing)
γ = (qfc-(σs*Nq))/(0.4*Nγ*B)
This formula uses 6 Variables
Variables Used
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.
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.
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.
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
Bearing Capacity Factor dependent on Unit Weight: 1.6 --> No Conversion Required
Width of Footing: 2 Meter --> 2 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
γ = (qfc-(σs*Nq))/(0.4*Nγ*B) --> (127800-(45900*2.01))/(0.4*1.6*2)
Evaluating ... ...
γ = 27766.40625
STEP 3: Convert Result to Output's Unit
27766.40625 Newton per Cubic Meter -->27.76640625 Kilonewton per Cubic Meter (Check conversion ​here)
FINAL ANSWER
27.76640625 27.76641 Kilonewton per Cubic Meter <-- Unit Weight of Soil
(Calculation completed in 00.004 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)

Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing Formula

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

What is Unit Weight of Soil?

Unit weight of the soil is the total weight of the soil divided by total volume. Total weight of soil also includes weight of water. Total volume occupied includes the volume of water as well as the volume of air along with the soil volume.

How to Calculate Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing?

Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing calculator uses Unit Weight of Soil = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.4*Bearing Capacity Factor dependent on Unit Weight*Width of Footing) to calculate the Unit Weight of Soil, The Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing is defined as the value of unit weight of soil when we have prior information of other parameters used. Unit Weight of Soil is denoted by γ symbol.

How to calculate Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing using this online calculator? To use this online calculator for Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing, enter Ultimate Bearing Capacity in Soil (qfc), Effective Surcharge in KiloPascal s), Bearing Capacity Factor dependent on Surcharge (Nq), Bearing Capacity Factor dependent on Unit Weight (Nγ) & Width of Footing (B) and hit the calculate button. Here is how the Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing calculation can be explained with given input values -> 0.028125 = (127800-(45900*2.01))/(0.4*1.6*2).

FAQ

What is Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing?
The Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing is defined as the value of unit weight of soil when we have prior information of other parameters used and is represented as γ = (qfc-(σs*Nq))/(0.4*Nγ*B) or Unit Weight of Soil = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.4*Bearing Capacity Factor dependent on Unit Weight*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, Bearing Capacity Factor dependent on Unit Weight is a constant whose value depends upon unit weight of soil & Width of Footing is the shorter dimension of the footing.
How to calculate Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing?
The Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing is defined as the value of unit weight of soil when we have prior information of other parameters used is calculated using Unit Weight of Soil = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.4*Bearing Capacity Factor dependent on Unit Weight*Width of Footing). To calculate Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing, you need Ultimate Bearing Capacity in Soil (qfc), Effective Surcharge in KiloPascal s), Bearing Capacity Factor dependent on Surcharge (Nq), Bearing Capacity Factor dependent on Unit Weight (Nγ) & 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, Bearing Capacity Factor dependent on Unit Weight & 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 Unit Weight of Soil?
In this formula, Unit Weight of Soil uses Ultimate Bearing Capacity in Soil, Effective Surcharge in KiloPascal, Bearing Capacity Factor dependent on Surcharge, Bearing Capacity Factor dependent on Unit Weight & Width of Footing. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Unit Weight of Soil = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.5*Bearing Capacity Factor dependent on Unit Weight*Width of Footing)
  • Unit Weight of Soil = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.3*Bearing Capacity Factor dependent on Unit Weight*Diameter of Section)
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