Minimum Bearing Pressure for Eccentric Loading Conventional Case Solution

STEP 0: Pre-Calculation Summary
Formula Used
Bearing Pressure Minimum = (Axial Load on Soil/(Breadth of Dam*Length of Footing))*(1-((6*Eccentricity of the Load on Soil)/Breadth of Dam))
qmin = (P/(b*L))*(1-((6*eload)/b))
This formula uses 5 Variables
Variables Used
Bearing Pressure Minimum - (Measured in Pascal) - Bearing Pressure Minimum is the minimum average contact pressure between the foundation and the soil which should produce shear failure in the soil.
Axial Load on Soil - (Measured in Newton) - Axial Load on Soil is defined as applying a force on a foundation directly along an axis of the foundation.
Breadth of Dam - (Measured in Meter) - Breadth of Dam is the measurement or extent of dam from side to side.
Length of Footing - (Measured in Meter) - Length of Footing is the length of the larger dimension of the footing.
Eccentricity of the Load on Soil - (Measured in Meter) - Eccentricity of the Load on Soil is the distance from the center of gravity of the column section to the center of gravity of the applied load.
STEP 1: Convert Input(s) to Base Unit
Axial Load on Soil: 631.99 Kilonewton --> 631990 Newton (Check conversion here)
Breadth of Dam: 2.2 Meter --> 2.2 Meter No Conversion Required
Length of Footing: 4 Meter --> 4 Meter No Conversion Required
Eccentricity of the Load on Soil: 2.25 Millimeter --> 0.00225 Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
qmin = (P/(b*L))*(1-((6*eload)/b)) --> (631990/(2.2*4))*(1-((6*0.00225)/2.2))
Evaluating ... ...
qmin = 71376.3499483471
STEP 3: Convert Result to Output's Unit
71376.3499483471 Pascal -->71.3763499483471 Kilonewton per Square Meter (Check conversion here)
FINAL ANSWER
71.3763499483471 71.37635 Kilonewton per Square Meter <-- Bearing Pressure Minimum
(Calculation completed in 00.004 seconds)

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11 Foundation Stability Analysis Calculators

Net Bearing Capacity of Long Footing in Foundation Stability Analysis
Go Net Bearing Capacity = (Alpha Footing Factor*Undrained Shear Strength in Soil*Bearing Capacity Factor)+(Effective Vertical Shear Stress in Soil*Bearing Capacity Factor Nq)+(Beta Footing Factor*Unit Weight of Soil*Width of Footing*Value of Nγ)
Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged
Go Maximum Bearing Pressure = (Axial Load on Soil/Area of Footing)*(1+(Loading Eccentricity 1*Principal Axis 1/(Radius of Gyration 1^2))+(Loading Eccentricity 2*Principal Axis 2/(Radius of Gyration 2^2)))
Maximum Bearing Pressure for Eccentric Loading Conventional Case
Go Maximum Bearing Pressure = (Circumference of Group in Foundation/(Breadth of Dam*Length of Footing))*(1+((6*Eccentricity of the Load on Soil)/Breadth of Dam))
Minimum Bearing Pressure for Eccentric Loading Conventional Case
Go Bearing Pressure Minimum = (Axial Load on Soil/(Breadth of Dam*Length of Footing))*(1-((6*Eccentricity of the Load on Soil)/Breadth of Dam))
Maximum Soil Pressure
Go Maximum Soil Pressure = (2*Axial Load on Soil)/(3*Length of Footing*((Width of Footing/2)-Eccentricity of the Load on Soil))
Correction Factor Nc for Rectangle
Go Correction Factor Nc = 1+(Width of Footing/Length of Footing)*(Bearing Capacity Factor Nq/Bearing Capacity Factor)
Correction Factor for Rectangle
Go Correction Factor Nq = 1+(Width of Footing/Length of Footing)*(tan(Angle of Internal Friction))
Net Bearing Capacity for Undrained Loading of Cohesive Soils
Go Net Bearing Capacity = Alpha Footing Factor*Bearing Capacity Factor Nq*Undrained Shear Strength in Soil
Correction Factor Nc for Circle and Square
Go Correction Factor Nc = 1+(Bearing Capacity Factor Nq/Bearing Capacity Factor)
Correction Factor Ny for Rectangle
Go Correction Factor NY = 1-0.4*(Width of Footing/Length of Footing)
Correction Factor for Circle and Square
Go Correction Factor Nq = 1+tan(Angle of Internal Friction)

Minimum Bearing Pressure for Eccentric Loading Conventional Case Formula

Bearing Pressure Minimum = (Axial Load on Soil/(Breadth of Dam*Length of Footing))*(1-((6*Eccentricity of the Load on Soil)/Breadth of Dam))
qmin = (P/(b*L))*(1-((6*eload)/b))

What is Minimum Bearing Pressure?

Minimum Bearing Pressure is the minimum average contact pressure between the foundation and the soil which should produce shear failure in the soil.

How to Calculate Minimum Bearing Pressure for Eccentric Loading Conventional Case?

Minimum Bearing Pressure for Eccentric Loading Conventional Case calculator uses Bearing Pressure Minimum = (Axial Load on Soil/(Breadth of Dam*Length of Footing))*(1-((6*Eccentricity of the Load on Soil)/Breadth of Dam)) to calculate the Bearing Pressure Minimum, The Minimum Bearing Pressure for Eccentric Loading Conventional Case is defined as the minimum average contact pressure between the foundation and the soil. Bearing Pressure Minimum is denoted by qmin symbol.

How to calculate Minimum Bearing Pressure for Eccentric Loading Conventional Case using this online calculator? To use this online calculator for Minimum Bearing Pressure for Eccentric Loading Conventional Case, enter Axial Load on Soil (P), Breadth of Dam (b), Length of Footing (L) & Eccentricity of the Load on Soil (eload) and hit the calculate button. Here is how the Minimum Bearing Pressure for Eccentric Loading Conventional Case calculation can be explained with given input values -> 0.001128 = (631990/(2.2*4))*(1-((6*0.00225)/2.2)).

FAQ

What is Minimum Bearing Pressure for Eccentric Loading Conventional Case?
The Minimum Bearing Pressure for Eccentric Loading Conventional Case is defined as the minimum average contact pressure between the foundation and the soil and is represented as qmin = (P/(b*L))*(1-((6*eload)/b)) or Bearing Pressure Minimum = (Axial Load on Soil/(Breadth of Dam*Length of Footing))*(1-((6*Eccentricity of the Load on Soil)/Breadth of Dam)). Axial Load on Soil is defined as applying a force on a foundation directly along an axis of the foundation, Breadth of Dam is the measurement or extent of dam from side to side, Length of Footing is the length of the larger dimension of the footing & Eccentricity of the Load on Soil is the distance from the center of gravity of the column section to the center of gravity of the applied load.
How to calculate Minimum Bearing Pressure for Eccentric Loading Conventional Case?
The Minimum Bearing Pressure for Eccentric Loading Conventional Case is defined as the minimum average contact pressure between the foundation and the soil is calculated using Bearing Pressure Minimum = (Axial Load on Soil/(Breadth of Dam*Length of Footing))*(1-((6*Eccentricity of the Load on Soil)/Breadth of Dam)). To calculate Minimum Bearing Pressure for Eccentric Loading Conventional Case, you need Axial Load on Soil (P), Breadth of Dam (b), Length of Footing (L) & Eccentricity of the Load on Soil (eload). With our tool, you need to enter the respective value for Axial Load on Soil, Breadth of Dam, Length of Footing & Eccentricity of the Load on Soil and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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