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Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance Formula

GoBearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil Formula

GoBearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing Formula

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

N q = (\frac{N c}{\cot (\frac{φ \cdot π}{180})}) + 1

N_q - Bearing Capacity Factor dependent on Surcharge?N_c - Bearing Capacity Factor dependent on Cohesion?φ - Angle of Shearing Resistance?π - Archimedes' constant?

Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance Example

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Here is how the Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance equation looks like with Values.

Here is how the Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance equation looks like with Units.

Here is how the Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance equation looks like.

1.1234 = (\frac{9}{\cot (\frac{45 \cdot 3.1416}{180})}) + 1

1.1234 = (\frac{9}{\cot (\frac{45° \cdot 3.1416}{180})}) + 1

1.1234 = (\frac{9}{\cot (\frac{45 \cdot 3.1416}{180})}) + 1

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Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance Solution

Follow our step by step solution on how to calculate Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance?

FIRST Step Consider the formula

N q = (\frac{N c}{\cot (\frac{φ \cdot π}{180})}) + 1

Next Step Substitute values of Variables

∴

N q = (\frac{9}{\cot (\frac{45° \cdot π}{180})}) + 1

Next Step Substitute values of Constants

∴

N q = (\frac{9}{\cot (\frac{45° \cdot 3.1416}{180})}) + 1

Next Step Convert Units

∴

N q = (\frac{9}{\cot (\frac{0.7854rad \cdot 3.1416}{180})}) + 1

Next Step Prepare to Evaluate

∴

N q = (\frac{9}{\cot (\frac{0.7854 \cdot 3.1416}{180})}) + 1

Next Step Evaluate

∴

N q = 1.12337778280952

LAST Step Rounding Answer

∴

N q = 1.1234

Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance Formula Elements

Variables

Constants

Functions

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

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

Angle of Shearing Resistance

Angle of Shearing Resistance is known as a component of the shear strength of the soils which is basically frictional material and composed of individual particles.

Symbol: φ

Measurement: AngleUnit: °

Note: Value should be greater than 0.

Formulas to find Angle of Shearing Resistance

Archimedes' constant

Archimedes' constant is a mathematical constant that represents the ratio of the circumference of a circle to its diameter.

Symbol: π

Value: 3.14159265358979323846264338327950288

cot

Cotangent is a trigonometric function that is defined as the ratio of the adjacent side to the opposite side in a right triangle.

Syntax: cot(Angle)

Other Formulas to find Bearing Capacity Factor dependent on Surcharge

Go Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil

N q = \frac{q f - (C s \cdot N c)}{σ s}

Go Bearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing

N q = \frac{q f - (C s \cdot N c)}{γ \cdot D}

Other formulas in Terzaghi's Analysis Purely Cohesive Soil category

Go Bearing Capacity for Purely Cohesive Soil

q f = ((C s \cdot N c) + (σ s \cdot N q))

Go Cohesion of Soil given Bearing Capacity for Purely Cohesive Soil

C s = \frac{q fc - (σ s \cdot N q)}{N c}

Go Bearing Capacity Factor Dependent on cohesion for Purely Cohesive Soil

N c = \frac{q fc - ((σ s) \cdot N q)}{C s}

Go Effective Surcharge given Bearing Capacity for Purely Cohesive Soil

σ s = \frac{q f - (C s \cdot N c)}{N q}

How to Evaluate Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance?

Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance evaluator uses Bearing Capacity Factor dependent on Surcharge = (Bearing Capacity Factor dependent on Cohesion/cot((Angle of Shearing Resistance*pi)/180))+1 to evaluate the Bearing Capacity Factor dependent on Surcharge, The Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance is defined as influenced by surcharge, reflects soil strength with angle of shearing resistance, crucial for assessing foundation stability. Bearing Capacity Factor dependent on Surcharge is denoted by N_q symbol.

How to evaluate Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance using this online evaluator? To use this online evaluator for Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance, enter Bearing Capacity Factor dependent on Cohesion (N_c) & Angle of Shearing Resistance (φ) and hit the calculate button.

FAQs on Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance

What is the formula to find Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance?

The formula of Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance is expressed as Bearing Capacity Factor dependent on Surcharge = (Bearing Capacity Factor dependent on Cohesion/cot((Angle of Shearing Resistance*pi)/180))+1. Here is an example- 1.123378 = (9/cot((0.785398163397301*pi)/180))+1.

How to calculate Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance?

With Bearing Capacity Factor dependent on Cohesion (N_c) & Angle of Shearing Resistance (φ) we can find Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance using the formula - Bearing Capacity Factor dependent on Surcharge = (Bearing Capacity Factor dependent on Cohesion/cot((Angle of Shearing Resistance*pi)/180))+1. This formula also uses Archimedes' constant and Cotangent (cot) function(s).

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

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

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

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Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance Formula

​GoBearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil Formula

​GoBearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing Formula

Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance Example

Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance Solution

Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance Formula Elements

Other Formulas to find Bearing Capacity Factor dependent on Surcharge

Other formulas in Terzaghi's Analysis Purely Cohesive Soil category

How to Evaluate Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance?

FAQs on Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance

Variable Name

GoBearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil Formula

GoBearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing Formula