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Bearing Capacity Factor Dependent on Cohesion for Square Footing Formula

GoBearing Capacity Factor Dependent on Cohesion for Circular Footing Formula

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Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil. Check FAQs

N c = \frac{q f - σ s}{(C) \cdot (1 + 0.3 \cdot (\frac{B}{L}))}

N_c - Bearing Capacity Factor dependent on Cohesion?q_f - Ultimate Bearing Capacity?σ_s - Effective Surcharge in KiloPascal?C - Cohesion in Soil as Kilopascal?B - Width of Footing?L - Length of Footing?

Bearing Capacity Factor Dependent on Cohesion for Square Footing Example

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Here is how the Bearing Capacity Factor Dependent on Cohesion for Square Footing equation looks like with Values.

Here is how the Bearing Capacity Factor Dependent on Cohesion for Square Footing equation looks like with Units.

Here is how the Bearing Capacity Factor Dependent on Cohesion for Square Footing equation looks like.

9.6542 = \frac{60 - 45.9}{(1.27) \cdot (1 + 0.3 \cdot (\frac{2}{4}))}

9.6542 = \frac{60kPa - 45.9kN/m²}{(1.27kPa) \cdot (1 + 0.3 \cdot (\frac{2m}{4m}))}

9.6542 = \frac{60 - 45.9}{(1.27) \cdot (1 + 0.3 \cdot (\frac{2}{4}))}

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Bearing Capacity Factor Dependent on Cohesion for Square Footing Solution

Follow our step by step solution on how to calculate Bearing Capacity Factor Dependent on Cohesion for Square Footing?

FIRST Step Consider the formula

N c = \frac{q f - σ s}{(C) \cdot (1 + 0.3 \cdot (\frac{B}{L}))}

Next Step Substitute values of Variables

∴

N c = \frac{60kPa - 45.9kN/m²}{(1.27kPa) \cdot (1 + 0.3 \cdot (\frac{2m}{4m}))}

Next Step Convert Units

∴

N c = \frac{60000Pa - 45900Pa}{(1270Pa) \cdot (1 + 0.3 \cdot (\frac{2m}{4m}))}

Next Step Prepare to Evaluate

∴

N c = \frac{60000 - 45900}{(1270) \cdot (1 + 0.3 \cdot (\frac{2}{4}))}

Next Step Evaluate

∴

N c = 9.65422800410818

LAST Step Rounding Answer

∴

N c = 9.6542

Bearing Capacity Factor Dependent on Cohesion for Square Footing Formula Elements

Variables

Bearing Capacity Factor dependent on Cohesion

Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil.

Symbol: N_c

Measurement: NAUnit: Unitless

Note: Value should be greater than 0.

Formulas to find Bearing Capacity Factor dependent on Cohesion

Ultimate Bearing Capacity

The Ultimate Bearing Capacity is defined as the minimum gross pressure intensity at the base of the foundation at which the soil fails in shear.

Symbol: q_f

Measurement: PressureUnit: kPa

Note: Value should be greater than 0.

Formulas to find Ultimate Bearing Capacity

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

Cohesion in Soil as Kilopascal

Cohesion in Soil as Kilopascal is the ability of like particles within soil to hold onto each other. It is the shear strength or force that binds together like particles in the structure of a soil.

Symbol: C

Measurement: PressureUnit: kPa

Note: Value should be between 0 to 50.

Formulas to find Cohesion in Soil as Kilopascal

Width of Footing

Width of Footing is the shorter dimension of the footing.

Symbol: B

Measurement: LengthUnit: m

Note: Value should be greater than 0.

Formulas to find Width of Footing

Length of Footing

Length of Footing is the length of the larger dimension of the footing.

Symbol: L

Measurement: LengthUnit: m

Note: Value can be positive or negative.

Formulas to find Length of Footing

Other Formulas to find Bearing Capacity Factor dependent on Cohesion

Go Bearing Capacity Factor Dependent on Cohesion for Circular Footing

N c = \frac{q f - σ s}{1.3 \cdot C}

Other formulas in Bearing Capacity of Cohesive Soil category

Go Bearing Capacity of Cohesive Soil for Circular Footing

q f = (1.3 \cdot C \cdot N c) + σ s

Go Cohesion of Soil given Bearing Capacity for Circular Footing

C = \frac{q f - σ s}{1.3 \cdot N c}

Go Effective Surcharge given Bearing Capacity for Circular Footing

σ s = (q f - (1.3 \cdot C \cdot N c))

Go Bearing Capacity for Circular Footing given Value of Bearing Capacity Factor

q f = (7.4 \cdot C) + σ s

How to Evaluate Bearing Capacity Factor Dependent on Cohesion for Square Footing?

Bearing Capacity Factor Dependent on Cohesion for Square Footing evaluator uses Bearing Capacity Factor dependent on Cohesion = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/((Cohesion in Soil as Kilopascal)*(1+0.3*(Width of Footing/Length of Footing))) to evaluate the Bearing Capacity Factor dependent on Cohesion, The Bearing Capacity Factor Dependent on Cohesion for Square Footing is defined as the value of bearing capacity factor dependent on cohesion when we have prior information of other parameters used. Bearing Capacity Factor dependent on Cohesion is denoted by N_c symbol.

How to evaluate Bearing Capacity Factor Dependent on Cohesion for Square Footing using this online evaluator? To use this online evaluator for Bearing Capacity Factor Dependent on Cohesion for Square Footing, enter Ultimate Bearing Capacity (q_f), Effective Surcharge in KiloPascal (σ_s), Cohesion in Soil as Kilopascal (C), Width of Footing (B) & Length of Footing (L) and hit the calculate button.

FAQs on Bearing Capacity Factor Dependent on Cohesion for Square Footing

What is the formula to find Bearing Capacity Factor Dependent on Cohesion for Square Footing?

The formula of Bearing Capacity Factor Dependent on Cohesion for Square Footing is expressed as Bearing Capacity Factor dependent on Cohesion = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/((Cohesion in Soil as Kilopascal)*(1+0.3*(Width of Footing/Length of Footing))). Here is an example- 37.04211 = (60000-45900)/((1270)*(1+0.3*(2/4))).

How to calculate Bearing Capacity Factor Dependent on Cohesion for Square Footing?

With Ultimate Bearing Capacity (q_f), Effective Surcharge in KiloPascal (σ_s), Cohesion in Soil as Kilopascal (C), Width of Footing (B) & Length of Footing (L) we can find Bearing Capacity Factor Dependent on Cohesion for Square Footing using the formula - Bearing Capacity Factor dependent on Cohesion = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/((Cohesion in Soil as Kilopascal)*(1+0.3*(Width of Footing/Length of Footing))).

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

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

Bearing Capacity Factor dependent on Cohesion=(Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/(1.3*Cohesion in Soil as Kilopascal)

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Bearing Capacity Factor Dependent on Cohesion for Square Footing Formula

​GoBearing Capacity Factor Dependent on Cohesion for Circular Footing Formula

Bearing Capacity Factor Dependent on Cohesion for Square Footing Example

Bearing Capacity Factor Dependent on Cohesion for Square Footing Solution

Bearing Capacity Factor Dependent on Cohesion for Square Footing Formula Elements

Other Formulas to find Bearing Capacity Factor dependent on Cohesion

Other formulas in Bearing Capacity of Cohesive Soil category

How to Evaluate Bearing Capacity Factor Dependent on Cohesion for Square Footing?

FAQs on Bearing Capacity Factor Dependent on Cohesion for Square Footing

Variable Name

GoBearing Capacity Factor Dependent on Cohesion for Circular Footing Formula