Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular Footing Calculator

✖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.ⓘ Ultimate Bearing Capacity in Soil [q_fc]			+10% -10%
✖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.ⓘ Effective Surcharge in KiloPascal [σ_s]			+10% -10%
✖Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge.ⓘ Bearing Capacity Factor dependent on Surcharge [N_q]			+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 [N_γ]			+10% -10%
✖Diameter of Section is the diameter of the circular cross-section of the beam.ⓘ Diameter of Section [d_section]			+10% -10%

✖Unit Weight of Soil mass is the ratio of the total weight of soil to the total volume of soil.ⓘ Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular Footing [γ]

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Formula

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Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular Footing

Formula

`"γ" = ("q"_{"fc"}-("σ"_{"s"}*"N"_{"q"}))/(0.3*"N"_{"γ"}*"d"_{"section"})`

Example

`"14.80875kN/m³"=("127.8kPa"-("45.9kN/m²"*"2.01"))/(0.3*"1.6"*"5m")`

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Download Bearing Capacity of Non-cohesive Soil Formulas PDF

Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular 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))/(0.3*Bearing Capacity Factor dependent on Unit Weight*Diameter of Section)
γ = (q_fc-(σ_s*N_q))/(0.3*N_γ*d_section)
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.
Diameter of Section - (Measured in Meter) - Diameter of Section is the diameter of the circular cross-section of the beam.

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
Diameter of Section: 5 Meter --> 5 Meter No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

γ = (q_fc-(σ_s*N_q))/(0.3*N_γ*d_section) --> (127800-(45900*2.01))/(0.3*1.6*5)

Evaluating ... ...

γ = 14808.75

STEP 3: Convert Result to Output's Unit

14808.75 Newton per Cubic Meter -->14.80875 Kilonewton per Cubic Meter (Check conversion here)

FINAL ANSWER

14.80875 Kilonewton per Cubic Meter <-- Unit Weight of Soil

(Calculation completed in 00.020 seconds)

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Home » Engineering » Civil » Geotechnical Engineering » Bearing Capacity of Non-cohesive Soil » Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular Footing

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< 18 Bearing Capacity of Non-cohesive Soil Calculators

Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular Footing

Go 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)

Bearing Capacity Factor Dependent on Unit Weight for Circular Footing

Go 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)

Diameter of Circular Footing given Bearing Capacity

Go Diameter of Section = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.3*Bearing Capacity Factor dependent on Unit Weight*Unit Weight of Soil)

Effective Surcharge given Bearing Capacity of Non Cohesive Soil for Circular Footing

Go Effective Surcharge in KiloPascal = (Ultimate Bearing Capacity in Soil-(0.3*Unit Weight of Soil*Diameter of Section*Bearing Capacity Factor dependent on Unit Weight))/Bearing Capacity Factor dependent on Surcharge

Bearing Capacity Factor Dependent on Surcharge for Circular Footing

Go Bearing Capacity Factor dependent on Surcharge = (Ultimate Bearing Capacity in Soil-(0.3*Unit Weight of Soil*Diameter of Section*Bearing Capacity Factor dependent on Unit Weight))/Effective Surcharge in KiloPascal

Bearing Capacity of Non Cohesive Soil for Circular Footing

Go Ultimate Bearing Capacity in Soil = (Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge)+(0.3*Unit Weight of Soil*Diameter of Section*Bearing Capacity Factor dependent on Unit Weight)

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

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)

Unit Weight of Non Cohesive Soil given Bearing Capacity of Strip Footing

Go 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)

Bearing Capacity Factor Dependent on Unit Weight for Square Footing

Bearing Capacity Factor Dependent on Unit Weight for Strip Footing

Width of Square Footing given Bearing Capacity

Go Width of Footing = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.4*Bearing Capacity Factor dependent on Unit Weight*Unit Weight of Soil)

Width of Strip Footing given Bearing Capacity

Go Width of Footing = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.5*Bearing Capacity Factor dependent on Unit Weight*Unit Weight of Soil)

Effective Surcharge given Bearing Capacity of Non Cohesive Soil for Square Footing

Go Effective Surcharge in KiloPascal = (Ultimate Bearing Capacity in Soil-(0.4*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight))/Bearing Capacity Factor dependent on Surcharge

Effective Surcharge given Bearing Capacity of Non Cohesive Soil for Strip Footing

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 Square Footing

Go Bearing Capacity Factor dependent on Surcharge = (Ultimate Bearing Capacity in Soil-(0.4*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight))/Effective Surcharge in KiloPascal

Bearing Capacity Factor Dependent on Surcharge for Strip Footing

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 Square Footing

Go Ultimate Bearing Capacity in Soil = (Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge)+(0.4*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight)

Bearing Capacity of Non Cohesive Soil for Strip Footing

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 Circular Footing Formula

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 Circular Footing?

Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular Footing calculator uses 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) to calculate the Unit Weight of Soil, The Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular 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 Circular Footing using this online calculator? To use this online calculator for Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular Footing, enter Ultimate Bearing Capacity in Soil (q_fc), Effective Surcharge in KiloPascal (σ_s), Bearing Capacity Factor dependent on Surcharge (N_q), Bearing Capacity Factor dependent on Unit Weight (N_γ) & Diameter of Section (d_section) and hit the calculate button. Here is how the Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular Footing calculation can be explained with given input values -> 0.015 = (127800-(45900*2.01))/(0.3*1.6*5).

FAQ

What is Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular Footing?

The Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular 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 = (q_fc-(σ_s*N_q))/(0.3*N_γ*d_section) or 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). 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 & Diameter of Section is the diameter of the circular cross-section of the beam.

How to calculate Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular Footing?

The Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular 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))/(0.3*Bearing Capacity Factor dependent on Unit Weight*Diameter of Section). To calculate Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular Footing, you need Ultimate Bearing Capacity in Soil (q_fc), Effective Surcharge in KiloPascal (σ_s), Bearing Capacity Factor dependent on Surcharge (N_q), Bearing Capacity Factor dependent on Unit Weight (N_γ) & Diameter of Section (d_section). 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 & Diameter of Section 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 & Diameter of Section. 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))/(0.4*Bearing Capacity Factor dependent on Unit Weight*Width of Footing)

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