FormulaDen.com

Physics Chemistry Math Chemical Engineering Civil Electrical Electronics Electronics and Instrumentation Materials Science Mechanical Production Engineering Financial Health

Bearing Capacity Factor Dependent on Unit Weight for Circular Footing Formula

GoBearing Capacity Factor Dependent on Unit Weight for Strip Footing Formula

GoBearing Capacity Factor Dependent on Unit Weight for Square Footing Formula

Fx Copy

LaTeX Copy

Bearing Capacity Factor dependent on Unit Weight is a constant whose value depends upon unit weight of soil. Check FAQs

N γ = \frac{q fc - (σ s \cdot N q)}{0.3 \cdot γ \cdot d section}

N_γ - Bearing Capacity Factor dependent on Unit Weight?q_fc - Ultimate Bearing Capacity in Soil?σ_s - Effective Surcharge in KiloPascal?N_q - Bearing Capacity Factor dependent on Surcharge?γ - Unit Weight of Soil?d_section - Diameter of Section?

Bearing Capacity Factor Dependent on Unit Weight for Circular Footing Example

With values

With units

Only example

Here is how the Bearing Capacity Factor Dependent on Unit Weight for Circular Footing equation looks like with Values.

Here is how the Bearing Capacity Factor Dependent on Unit Weight for Circular Footing equation looks like with Units.

Here is how the Bearing Capacity Factor Dependent on Unit Weight for Circular Footing equation looks like.

1.3163 = \frac{127.8 - (45.9 \cdot 2.01)}{0.3 \cdot 18 \cdot 5}

1.3163 = \frac{127.8kPa - (45.9kN/m² \cdot 2.01)}{0.3 \cdot 18kN/m³ \cdot 5m}

1.3163 = \frac{127.8 - (45.9 \cdot 2.01)}{0.3 \cdot 18 \cdot 5}

Tip: Use pencil ( Pencil

) icon above to edit Input Values and Units.

Calculate

Recalculate

Solution

Copy

Reset

You are here -

Home » Category

Engineering » Category

Civil » Category

Geotechnical Engineering » fx Bearing Capacity Factor Dependent on Unit Weight for Circular Footing

Bearing Capacity Factor Dependent on Unit Weight for Circular Footing Solution

Follow our step by step solution on how to calculate Bearing Capacity Factor Dependent on Unit Weight for Circular Footing?

FIRST Step Consider the formula

N γ = \frac{q fc - (σ s \cdot N q)}{0.3 \cdot γ \cdot d section}

Next Step Substitute values of Variables

∴

N γ = \frac{127.8kPa - (45.9kN/m² \cdot 2.01)}{0.3 \cdot 18kN/m³ \cdot 5m}

Next Step Convert Units

∴

N γ = \frac{127800Pa - (45900Pa \cdot 2.01)}{0.3 \cdot 18000N/m³ \cdot 5m}

Next Step Prepare to Evaluate

∴

N γ = \frac{127800 - (45900 \cdot 2.01)}{0.3 \cdot 18000 \cdot 5}

Next Step Evaluate

∴

N γ = 1.31633333333333

LAST Step Rounding Answer

∴

N γ = 1.3163

Bearing Capacity Factor Dependent on Unit Weight for Circular Footing Formula Elements

Variables

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.

Symbol: N_γ

Measurement: NAUnit: Unitless

Note: Value should be greater than 0.

Formulas to find Bearing Capacity Factor dependent on Unit Weight

Ultimate Bearing Capacity in Soil

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.

Symbol: q_fc

Measurement: PressureUnit: kPa

Note: Value should be greater than 0.

Formulas to find Ultimate Bearing Capacity in Soil

Effective Surcharge in KiloPascal

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.

Symbol: σ_s

Measurement: PressureUnit: kN/m²

Note: Value should be greater than 0.

Formulas to find Effective Surcharge in KiloPascal

Bearing Capacity Factor dependent on Surcharge

Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge.

Symbol: N_q

Measurement: NAUnit: Unitless

Note: Value should be greater than 0.

Formulas to find Bearing Capacity Factor dependent on Surcharge

Unit Weight of Soil

Unit Weight of Soil mass is the ratio of the total weight of soil to the total volume of soil.

Symbol: γ

Measurement: Specific WeightUnit: kN/m³

Note: Value should be greater than 0.

Formulas to find Unit Weight of Soil

Diameter of Section

Diameter of Section is the diameter of the circular cross-section of the beam.

Symbol: d_section

Measurement: LengthUnit: m

Note: Value can be positive or negative.

Formulas to find Diameter of Section

Other Formulas to find Bearing Capacity Factor dependent on Unit Weight

Go Bearing Capacity Factor Dependent on Unit Weight for Strip Footing

N γ = \frac{q fc - (σ s \cdot N q)}{0.5 \cdot γ \cdot B}

Go Bearing Capacity Factor Dependent on Unit Weight for Square Footing

N γ = \frac{q fc - (σ s \cdot N q)}{0.4 \cdot γ \cdot B}

Other formulas in Bearing Capacity of Non cohesive Soil category

Go Bearing Capacity of Non Cohesive Soil for Strip Footing

q fc = (σ s \cdot N q) + (0.5 \cdot γ \cdot B \cdot N γ)

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

σ s = \frac{q fc - (0.5 \cdot γ \cdot B \cdot N γ)}{N q}

Go Bearing Capacity Factor Dependent on Surcharge for Strip Footing

N q = \frac{q fc - (0.5 \cdot γ \cdot B \cdot N γ)}{σ s}

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

γ = \frac{q fc - (σ s \cdot N q)}{0.5 \cdot N γ \cdot B}

How to Evaluate Bearing Capacity Factor Dependent on Unit Weight for Circular Footing?

Bearing Capacity Factor Dependent on Unit Weight for Circular Footing evaluator uses 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) to evaluate the Bearing Capacity Factor dependent on Unit Weight, The Bearing Capacity Factor Dependent on Unit Weight for Circular Footing is defined as the value of bearing capacity factor dependent on the unit weight when we have prior information of other parameters used. Bearing Capacity Factor dependent on Unit Weight is denoted by N_γ symbol.

How to evaluate Bearing Capacity Factor Dependent on Unit Weight for Circular Footing using this online evaluator? To use this online evaluator for Bearing Capacity Factor Dependent on Unit Weight for Circular Footing, enter Ultimate Bearing Capacity in Soil (q_fc), Effective Surcharge in KiloPascal (σ_s), Bearing Capacity Factor dependent on Surcharge (N_q), Unit Weight of Soil (γ) & Diameter of Section (d_section) and hit the calculate button.

FAQs on Bearing Capacity Factor Dependent on Unit Weight for Circular Footing

What is the formula to find Bearing Capacity Factor Dependent on Unit Weight for Circular Footing?

The formula of Bearing Capacity Factor Dependent on Unit Weight for Circular Footing is expressed as 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). Here is an example- 1.333333 = (127800-(45900*2.01))/(0.3*18000*5).

How to calculate Bearing Capacity Factor Dependent on Unit Weight for Circular Footing?

With Ultimate Bearing Capacity in Soil (q_fc), Effective Surcharge in KiloPascal (σ_s), Bearing Capacity Factor dependent on Surcharge (N_q), Unit Weight of Soil (γ) & Diameter of Section (d_section) we can find Bearing Capacity Factor Dependent on Unit Weight for Circular Footing using the formula - 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).

What are the other ways to Calculate Bearing Capacity Factor dependent on Unit Weight?

Here are the different ways to Calculate Bearing Capacity Factor dependent on Unit Weight-

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))/(0.4*Unit Weight of Soil*Width of Footing)

Let Others Know

✖

Facebook

Twitter

Copied!

Bearing Capacity Factor Dependent on Unit Weight for Circular Footing Formula

​GoBearing Capacity Factor Dependent on Unit Weight for Strip Footing Formula

​GoBearing Capacity Factor Dependent on Unit Weight for Square Footing Formula

Bearing Capacity Factor Dependent on Unit Weight for Circular Footing Example

Bearing Capacity Factor Dependent on Unit Weight for Circular Footing Solution

Bearing Capacity Factor Dependent on Unit Weight for Circular Footing Formula Elements

Other Formulas to find Bearing Capacity Factor dependent on Unit Weight

Other formulas in Bearing Capacity of Non cohesive Soil category

How to Evaluate Bearing Capacity Factor Dependent on Unit Weight for Circular Footing?

FAQs on Bearing Capacity Factor Dependent on Unit Weight for Circular Footing

Variable Name

GoBearing Capacity Factor Dependent on Unit Weight for Strip Footing Formula

GoBearing Capacity Factor Dependent on Unit Weight for Square Footing Formula