Bearing Capacity Factor Dependent on cohesion given Angle of Shearing Resistance Calculator

✖Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge.ⓘ Bearing Capacity Factor dependent on Surcharge [N_q]			+10% -10%
✖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.ⓘ Angle of Shearing Resistance [φ]			+10% -10%

✖Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil.ⓘ Bearing Capacity Factor Dependent on cohesion given Angle of Shearing Resistance [N_c]

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

STEP 0: Pre-Calculation Summary

Formula Used

Bearing Capacity Factor dependent on Cohesion = (Bearing Capacity Factor dependent on Surcharge-1)*cot((Angle of Shearing Resistance))
N_c = (N_q-1)*cot((φ))
This formula uses 1 Functions, 3 Variables

Functions Used

cot - Cotangent is a trigonometric function that is defined as the ratio of the adjacent side to the opposite side in a right triangle., cot(Angle)

Variables Used

Bearing Capacity Factor dependent on Cohesion - Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil.
Bearing Capacity Factor dependent on Surcharge - Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge.
Angle of Shearing Resistance - (Measured in Radian) - 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.

STEP 1: Convert Input(s) to Base Unit

Bearing Capacity Factor dependent on Surcharge: 2.01 --> No Conversion Required
Angle of Shearing Resistance: 45 Degree --> 0.785398163397301 Radian (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

N_c = (N_q-1)*cot((φ)) --> (2.01-1)*cot((0.785398163397301))

Evaluating ... ...

N_c = 1.0100000000003

STEP 3: Convert Result to Output's Unit

1.0100000000003 --> No Conversion Required

FINAL ANSWER

1.0100000000003 ≈ 1.01 <-- Bearing Capacity Factor dependent on Cohesion

(Calculation completed in 00.004 seconds)

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< Terzaghi's Analysis Purely Cohesive Soil Calculators

Bearing Capacity Factor Dependent on cohesion for Purely Cohesive Soil

LaTeX Go Bearing Capacity Factor dependent on Cohesion = (Ultimate Bearing Capacity in Soil-((Effective Surcharge in KiloPascal)*Bearing Capacity Factor dependent on Surcharge))/Cohesion of Soil

Cohesion of Soil given Bearing Capacity for Purely Cohesive Soil

LaTeX Go Cohesion of Soil = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/Bearing Capacity Factor dependent on Cohesion

Bearing Capacity for Purely Cohesive Soil

LaTeX Go Ultimate Bearing Capacity = ((Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion)+(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))

Effective Surcharge given Bearing Capacity for Purely Cohesive Soil

LaTeX Go Effective Surcharge in KiloPascal = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/Bearing Capacity Factor dependent on Surcharge

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

LaTeX Go

Bearing Capacity Factor dependent on Cohesion = (Bearing Capacity Factor dependent on Surcharge-1)*cot((Angle of Shearing Resistance))
N_c = (N_q-1)*cot((φ))

What is Bearing Capacity?

In geotechnical engineering, bearing capacity is the capacity of soil to support the loads applied to the ground. The bearing capacity of soil is the maximum average contact pressure between the foundation and the soil which should not produce shear failure in the soil.

How to Calculate Bearing Capacity Factor Dependent on cohesion given Angle of Shearing Resistance?

Bearing Capacity Factor Dependent on cohesion given Angle of Shearing Resistance calculator uses Bearing Capacity Factor dependent on Cohesion = (Bearing Capacity Factor dependent on Surcharge-1)*cot((Angle of Shearing Resistance)) to calculate the Bearing Capacity Factor dependent on Cohesion, The Bearing Capacity Factor Dependent on cohesion given Angle of Shearing Resistance is defined as the Bearing capacity factor, influenced by cohesion and angle of shearing resistance, signifies soil's ability to support loads in geotechnical engineering. Bearing Capacity Factor dependent on Cohesion is denoted by N_c symbol.

How to calculate Bearing Capacity Factor Dependent on cohesion given Angle of Shearing Resistance using this online calculator? To use this online calculator for Bearing Capacity Factor Dependent on cohesion given Angle of Shearing Resistance, enter Bearing Capacity Factor dependent on Surcharge (N_q) & Angle of Shearing Resistance (φ) and hit the calculate button. Here is how the Bearing Capacity Factor Dependent on cohesion given Angle of Shearing Resistance calculation can be explained with given input values -> 1 = (2.01-1)*cot((0.785398163397301)).

FAQ

What is Bearing Capacity Factor Dependent on cohesion given Angle of Shearing Resistance?

The Bearing Capacity Factor Dependent on cohesion given Angle of Shearing Resistance is defined as the Bearing capacity factor, influenced by cohesion and angle of shearing resistance, signifies soil's ability to support loads in geotechnical engineering and is represented as N_c = (N_q-1)*cot((φ)) or Bearing Capacity Factor dependent on Cohesion = (Bearing Capacity Factor dependent on Surcharge-1)*cot((Angle of Shearing Resistance)). Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge & 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.

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

The Bearing Capacity Factor Dependent on cohesion given Angle of Shearing Resistance is defined as the Bearing capacity factor, influenced by cohesion and angle of shearing resistance, signifies soil's ability to support loads in geotechnical engineering is calculated using Bearing Capacity Factor dependent on Cohesion = (Bearing Capacity Factor dependent on Surcharge-1)*cot((Angle of Shearing Resistance)). To calculate Bearing Capacity Factor Dependent on cohesion given Angle of Shearing Resistance, you need Bearing Capacity Factor dependent on Surcharge (N_q) & Angle of Shearing Resistance (φ). With our tool, you need to enter the respective value for Bearing Capacity Factor dependent on Surcharge & Angle of Shearing Resistance 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 Bearing Capacity Factor dependent on Cohesion?

In this formula, Bearing Capacity Factor dependent on Cohesion uses Bearing Capacity Factor dependent on Surcharge & Angle of Shearing Resistance. We can use 2 other way(s) to calculate the same, which is/are as follows -

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

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