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Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing Formula

GoBearing Capacity Factor Dependent on Cohesion for Local Shear Failure 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 fc - (((γ \cdot D footing) \cdot N q) + (0.5 \cdot γ \cdot B \cdot N γ))}{(\frac{2}{3}) \cdot C}

N_c - Bearing Capacity Factor dependent on Cohesion?q_fc - Ultimate Bearing Capacity in Soil?γ - Unit Weight of Soil?D_footing - Depth of Footing in Soil?N_q - Bearing Capacity Factor dependent on Surcharge?B - Width of Footing?N_γ - Bearing Capacity Factor dependent on Unit Weight?C - Cohesion in Soil as Kilopascal?

Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing Example

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Here is how the Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing equation looks like with Values.

Here is how the Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing equation looks like with Units.

Here is how the Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing equation looks like.

8.3891 = \frac{127.8 - (((18 \cdot 2.54) \cdot 2.01) + (0.5 \cdot 18 \cdot 2 \cdot 1.6))}{(\frac{2}{3}) \cdot 1.27}

8.3891 = \frac{127.8kPa - (((18kN/m³ \cdot 2.54m) \cdot 2.01) + (0.5 \cdot 18kN/m³ \cdot 2m \cdot 1.6))}{(\frac{2}{3}) \cdot 1.27kPa}

8.3891 = \frac{127.8 - (((18 \cdot 2.54) \cdot 2.01) + (0.5 \cdot 18 \cdot 2 \cdot 1.6))}{(\frac{2}{3}) \cdot 1.27}

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Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing Solution

Follow our step by step solution on how to calculate Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing?

FIRST Step Consider the formula

N c = \frac{q fc - (((γ \cdot D footing) \cdot N q) + (0.5 \cdot γ \cdot B \cdot N γ))}{(\frac{2}{3}) \cdot C}

Next Step Substitute values of Variables

∴

N c = \frac{127.8kPa - (((18kN/m³ \cdot 2.54m) \cdot 2.01) + (0.5 \cdot 18kN/m³ \cdot 2m \cdot 1.6))}{(\frac{2}{3}) \cdot 1.27kPa}

Next Step Convert Units

∴

N c = \frac{127800Pa - (((18000N/m³ \cdot 2.54m) \cdot 2.01) + (0.5 \cdot 18000N/m³ \cdot 2m \cdot 1.6))}{(\frac{2}{3}) \cdot 1270Pa}

Next Step Prepare to Evaluate

∴

N c = \frac{127800 - (((18000 \cdot 2.54) \cdot 2.01) + (0.5 \cdot 18000 \cdot 2 \cdot 1.6))}{(\frac{2}{3}) \cdot 1270}

Next Step Evaluate

∴

N c = 8.38913385826772

LAST Step Rounding Answer

∴

N c = 8.3891

Bearing Capacity Factor Dependent on Cohesion given Dimension of 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 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

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

Depth of Footing in Soil

Depth of Footing in Soil is the longer dimension of the footing in soil mechanics.

Symbol: D_footing

Measurement: LengthUnit: m

Note: Value should be greater than 0.

Formulas to find Depth of Footing in Soil

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

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

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

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

Other Formulas to find Bearing Capacity Factor dependent on Cohesion

Go Bearing Capacity Factor Dependent on Cohesion for Local Shear Failure

N c = \frac{q fc - ((σ s \cdot N q) + (0.5 \cdot γ \cdot B \cdot N γ))}{(\frac{2}{3}) \cdot C s}

Other formulas in General and Local Shear Failure category

Go Mobilised Cohesion Corresponding to Local Shear Failure

C m = (\frac{2}{3}) \cdot C s

Go Cohesion of Soil given Mobilised Cohesion Corresponding to Local Shear Failure

C s = (\frac{3}{2}) \cdot C m

How to Evaluate Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing?

Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing evaluator uses Bearing Capacity Factor dependent on Cohesion = (Ultimate Bearing Capacity in Soil-(((Unit Weight of Soil*Depth of Footing in Soil)*Bearing Capacity Factor dependent on Surcharge)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight)))/((2/3)*Cohesion in Soil as Kilopascal) to evaluate the Bearing Capacity Factor dependent on Cohesion, The Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing is defined as the bearing capacity factor, influenced by cohesion, signifies the foundation's load-bearing ability relative to its size in geotechnical engineering. Bearing Capacity Factor dependent on Cohesion is denoted by N_c symbol.

How to evaluate Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing using this online evaluator? To use this online evaluator for Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing, enter Ultimate Bearing Capacity in Soil (q_fc), Unit Weight of Soil (γ), Depth of Footing in Soil (D_footing), Bearing Capacity Factor dependent on Surcharge (N_q), Width of Footing (B), Bearing Capacity Factor dependent on Unit Weight (N_γ) & Cohesion in Soil as Kilopascal (C) and hit the calculate button.

FAQs on Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing

What is the formula to find Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing?

The formula of Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing is expressed as Bearing Capacity Factor dependent on Cohesion = (Ultimate Bearing Capacity in Soil-(((Unit Weight of Soil*Depth of Footing in Soil)*Bearing Capacity Factor dependent on Surcharge)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight)))/((2/3)*Cohesion in Soil as Kilopascal). Here is an example- 8.929134 = (127800-(((18000*2.54)*2.01)+(0.5*18000*2*1.6)))/((2/3)*1270).

How to calculate Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing?

With Ultimate Bearing Capacity in Soil (q_fc), Unit Weight of Soil (γ), Depth of Footing in Soil (D_footing), Bearing Capacity Factor dependent on Surcharge (N_q), Width of Footing (B), Bearing Capacity Factor dependent on Unit Weight (N_γ) & Cohesion in Soil as Kilopascal (C) we can find Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing using the formula - Bearing Capacity Factor dependent on Cohesion = (Ultimate Bearing Capacity in Soil-(((Unit Weight of Soil*Depth of Footing in Soil)*Bearing Capacity Factor dependent on Surcharge)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight)))/((2/3)*Cohesion in Soil as Kilopascal).

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 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)))/((2/3)*Cohesion of Soil)

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Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing Formula

​GoBearing Capacity Factor Dependent on Cohesion for Local Shear Failure Formula

Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing Example

Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing Solution

Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing Formula Elements

Other Formulas to find Bearing Capacity Factor dependent on Cohesion

Other formulas in General and Local Shear Failure category

How to Evaluate Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing?

FAQs on Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing

Variable Name

GoBearing Capacity Factor Dependent on Cohesion for Local Shear Failure Formula