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

STEP 0: Pre-Calculation Summary
Formula Used
Bearing Capacity Factor dependent on Surcharge = (Bearing Capacity Factor dependent on Cohesion/cot((Angle of Shearing Resistance*pi)/180))+1
Nq = (Nc/cot((φ*pi)/180))+1
This formula uses 1 Constants, 1 Functions, 3 Variables
Constants Used
pi - Archimedes' constant Value Taken As 3.14159265358979323846264338327950288
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 Surcharge - Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge.
Bearing Capacity Factor dependent on Cohesion - Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil.
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 Cohesion: 9 --> No Conversion Required
Angle of Shearing Resistance: 45 Degree --> 0.785398163397301 Radian (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Nq = (Nc/cot((φ*pi)/180))+1 --> (9/cot((0.785398163397301*pi)/180))+1
Evaluating ... ...
Nq = 1.12337778280952
STEP 3: Convert Result to Output's Unit
1.12337778280952 --> No Conversion Required
FINAL ANSWER
1.12337778280952 1.123378 <-- Bearing Capacity Factor dependent on Surcharge
(Calculation completed in 00.004 seconds)

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23 Terzaghi's Analysis: Purely Cohesive Soil Calculators

Bearing Capacity for Purely Cohesive Soil given Depth of Footing
Go Ultimate Bearing Capacity = ((Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion)+((Unit Weight of Soil*Depth of Footing)*Bearing Capacity Factor dependent on Surcharge))
Bearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing
Go 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)
Bearing Capacity Factor Dependent on Cohesion for Cohesive Soil given Depth of Footing
Go 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
Unit Weight of Soil given Bearing Capacity for Purely Cohesive Soil
Go Unit Weight of Soil = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/(Depth of Footing*Bearing Capacity Factor dependent on Surcharge)
Cohesion of Soil for Purely Cohesive Soil given Depth of Footing
Go Cohesion of Soil = (Ultimate Bearing Capacity-((Unit Weight of Soil*Depth of Footing)*Bearing Capacity Factor dependent on Surcharge))/Bearing Capacity Factor dependent on Cohesion
Depth of Footing given Bearing Capacity for Purely Cohesive Soil
Go Depth of Footing = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/(Unit Weight of Soil*Bearing Capacity Factor dependent on Surcharge)
Passive Earth Pressure Coefficient given Bearing Capacity Factor
Go Coefficient of Passive Pressure = ((Bearing Capacity Factor dependent on Unit Weight/(tan((Angle of Shearing Resistance))/2))+1)*(cos((Angle of Shearing Resistance)))^2
Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient
Go Bearing Capacity Factor dependent on Unit Weight = (tan((Angle of Shearing Resistance))/2)*((Coefficient of Passive Pressure/(cos(Angle of Shearing Resistance))^2)-1)
Bearing Capacity Factor Dependent on cohesion for Purely Cohesive Soil
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
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
Go Ultimate Bearing Capacity = ((Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion)+(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))
Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil
Go Bearing Capacity Factor dependent on Surcharge = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/Effective Surcharge in KiloPascal
Effective Surcharge given Bearing Capacity for Purely Cohesive Soil
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 Surcharge given Angle of Shearing Resistance
Go Bearing Capacity Factor dependent on Surcharge = (Bearing Capacity Factor dependent on Cohesion/cot((Angle of Shearing Resistance*pi)/180))+1
Bearing Capacity Factor Dependent on cohesion given Angle of Shearing Resistance
Go Bearing Capacity Factor dependent on Cohesion = (Bearing Capacity Factor dependent on Surcharge-1)*cot((Angle of Shearing Resistance))
Angle of Shearing Resistance given Bearing Capacity Factor
Go Angle of Shearing Resistance = acot(Bearing Capacity Factor dependent on Cohesion/(Bearing Capacity Factor dependent on Surcharge-1))
Unit Weight of Soil given Value of Bearing Capacity Factor
Go Unit Weight of Soil = (Ultimate Bearing Capacity-(Cohesion of Soil*5.7))/(Depth of Footing)
Depth of Footing given Value of Bearing Capacity Factor
Go Depth of Footing = (Ultimate Bearing Capacity-(Cohesion of Soil*5.7))/(Unit Weight of Soil)
Cohesion of Soil for Purely Cohesive Soil given Unit Weight of Soil
Go Cohesion of Soil = (Ultimate Bearing Capacity-(Unit Weight of Soil*Depth of Footing))/5.7
Bearing Capacity for Purely Cohesive Soil given Value of Bearing Capacity Factor
Go Ultimate Bearing Capacity = ((Cohesion of Soil*5.7)+(Effective Surcharge in KiloPascal))
Cohesion of Soil given Value of Bearing Capacity Factor
Go Cohesion of Soil = (Ultimate Bearing Capacity-(Effective Surcharge in KiloPascal))/5.7
Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil
Go Ultimate Bearing Capacity = (5.7*Cohesion of Soil)+Effective Surcharge in KiloPascal
Effective Surcharge given Value of Bearing Capacity Factor
Go Effective Surcharge in KiloPascal = Ultimate Bearing Capacity-(5.7*Cohesion of Soil)

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

Bearing Capacity Factor dependent on Surcharge = (Bearing Capacity Factor dependent on Cohesion/cot((Angle of Shearing Resistance*pi)/180))+1
Nq = (Nc/cot((φ*pi)/180))+1

What is Surcharge?

Surcharge is the additional load on the soil which may be created due to any overlying structure or any moving object.Total stress on the surface of the soil is because of the surcharge only. So total stress is equal to the surcharge q. σ = q. No water present above this plane, hence pore water pressure is zero.

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

Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance calculator uses Bearing Capacity Factor dependent on Surcharge = (Bearing Capacity Factor dependent on Cohesion/cot((Angle of Shearing Resistance*pi)/180))+1 to calculate 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 Nq symbol.

How to calculate Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance using this online calculator? To use this online calculator for Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance, enter Bearing Capacity Factor dependent on Cohesion (Nc) & Angle of Shearing Resistance (φ) and hit the calculate button. Here is how the Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance calculation can be explained with given input values -> 1.123378 = (9/cot((0.785398163397301*pi)/180))+1.

FAQ

What is Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance?
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 and is represented as Nq = (Nc/cot((φ*pi)/180))+1 or Bearing Capacity Factor dependent on Surcharge = (Bearing Capacity Factor dependent on Cohesion/cot((Angle of Shearing Resistance*pi)/180))+1. Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil & 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 Surcharge given Angle of Shearing Resistance?
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 is calculated using Bearing Capacity Factor dependent on Surcharge = (Bearing Capacity Factor dependent on Cohesion/cot((Angle of Shearing Resistance*pi)/180))+1. To calculate Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance, you need Bearing Capacity Factor dependent on Cohesion (Nc) & Angle of Shearing Resistance (φ). With our tool, you need to enter the respective value for Bearing Capacity Factor dependent on Cohesion & 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 Surcharge?
In this formula, Bearing Capacity Factor dependent on Surcharge uses Bearing Capacity Factor dependent on Cohesion & 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 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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