Maximum Bearing Pressure for Eccentric Loading Conventional Case Solution

STEP 0: Pre-Calculation Summary
Formula Used
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))
qm = (Cg/(b*L))*(1+((6*eload)/b))
This formula uses 5 Variables
Variables Used
Maximum Bearing Pressure - (Measured in Pascal) - Maximum Bearing Pressure is the maximum average contact pressure between the foundation and the soil which should not produce shear failure in the soil.
Circumference of Group in Foundation - (Measured in Meter) - Circumference of Group in Foundation is total length of the peripheral of the group in 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
Circumference of Group in Foundation: 80 Meter --> 80 Meter No Conversion Required
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
qm = (Cg/(b*L))*(1+((6*eload)/b)) --> (80/(2.2*4))*(1+((6*0.00225)/2.2))
Evaluating ... ...
qm = 9.14669421487603
STEP 3: Convert Result to Output's Unit
9.14669421487603 Pascal -->0.00914669421487603 Kilonewton per Square Meter (Check conversion here)
FINAL ANSWER
0.00914669421487603 0.009147 Kilonewton per Square Meter <-- Maximum Bearing Pressure
(Calculation completed in 00.035 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)

Maximum Bearing Pressure for Eccentric Loading Conventional Case Formula

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))
qm = (Cg/(b*L))*(1+((6*eload)/b))

What is Maximum Bearing Pressure?

Maximum Bearing Pressure is the maximum average contact pressure between the foundation and the soil which should not produce shear failure in the soil.

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

Maximum Bearing Pressure for Eccentric Loading Conventional Case calculator uses 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)) to calculate the Maximum Bearing Pressure, The Maximum Bearing Pressure for Eccentric Loading Conventional Case is defined as the maximum average contact pressure between the foundation and the soil which should not produce shear failure in the soil. Maximum Bearing Pressure is denoted by qm symbol.

How to calculate Maximum Bearing Pressure for Eccentric Loading Conventional Case using this online calculator? To use this online calculator for Maximum Bearing Pressure for Eccentric Loading Conventional Case, enter Circumference of Group in Foundation (Cg), Breadth of Dam (b), Length of Footing (L) & Eccentricity of the Load on Soil (eload) and hit the calculate button. Here is how the Maximum Bearing Pressure for Eccentric Loading Conventional Case calculation can be explained with given input values -> 9.1E-6 = (80/(2.2*4))*(1+((6*0.00225)/2.2)).

FAQ

What is Maximum Bearing Pressure for Eccentric Loading Conventional Case?
The Maximum Bearing Pressure for Eccentric Loading Conventional Case is defined as the maximum average contact pressure between the foundation and the soil which should not produce shear failure in the soil and is represented as qm = (Cg/(b*L))*(1+((6*eload)/b)) or 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)). Circumference of Group in Foundation is total length of the peripheral of the group in 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 Maximum Bearing Pressure for Eccentric Loading Conventional Case?
The Maximum Bearing Pressure for Eccentric Loading Conventional Case is defined as the maximum average contact pressure between the foundation and the soil which should not produce shear failure in the soil is calculated using 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)). To calculate Maximum Bearing Pressure for Eccentric Loading Conventional Case, you need Circumference of Group in Foundation (Cg), 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 Circumference of Group in Foundation, 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.
How many ways are there to calculate Maximum Bearing Pressure?
In this formula, Maximum Bearing Pressure uses Circumference of Group in Foundation, Breadth of Dam, Length of Footing & Eccentricity of the Load on Soil. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • 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)))
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