Maximum Bearing Pressure for Eccentric Loading Conventional Case Calculator

✖Circumference of Group in Foundation is total length of the peripheral of the group in foundation.ⓘ Circumference of Group in Foundation [C_g]			+10% -10%
✖Breadth of Dam is the horizontal distance or width of a dam at its base. It is a critical dimension that contributes to the stability and overall structural integrity of the dam.ⓘ Breadth of Dam [b]			+10% -10%
✖Length of Footing is the length of the larger dimension of the footing.ⓘ Length of Footing [L]			+10% -10%
✖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.ⓘ Eccentricity of the Load on Soil [e_load]			+10% -10%

✖Maximum Bearing Pressure is the maximum average contact pressure between the foundation and the soil which should not produce shear failure in the soil.ⓘ Maximum Bearing Pressure for Eccentric Loading Conventional Case [q_m]

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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))
q_m = (C_g/(b*L))*(1+((6*e_load)/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 horizontal distance or width of a dam at its base. It is a critical dimension that contributes to the stability and overall structural integrity of the dam.
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: 1000 Meter --> 1000 Meter No Conversion Required
Breadth of Dam: 0.2 Meter --> 0.2 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

q_m = (C_g/(b*L))*(1+((6*e_load)/b)) --> (1000/(0.2*4))*(1+((6*0.00225)/0.2))

Evaluating ... ...

q_m = 1334.375

STEP 3: Convert Result to Output's Unit

1334.375 Pascal -->1.334375 Kilonewton per Square Meter (Check conversion here)

FINAL ANSWER

1.334375 Kilonewton per Square Meter <-- Maximum Bearing Pressure

(Calculation completed in 00.020 seconds)

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< Foundation Stability Analysis Calculators

Net Bearing Capacity of Long Footing in Foundation Stability Analysis

LaTeX Go Net Bearing Capacity = (Alpha Footing Factor*Undrained Shear Strength of 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 for Eccentric Loading Conventional Case

LaTeX 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

LaTeX 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))

Net Bearing Capacity for Undrained Loading of Cohesive Soils

LaTeX Go Net Bearing Capacity = Alpha Footing Factor*Bearing Capacity Factor Nq*Undrained Shear Strength of Soil

Maximum Bearing Pressure for Eccentric Loading Conventional Case Formula

LaTeX 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))
q_m = (C_g/(b*L))*(1+((6*e_load)/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 formula 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 q_m 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 (C_g), Breadth of Dam (b), Length of Footing (L) & Eccentricity of the Load on Soil (e_load) 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 -> 0.001334 = (1000/(0.2*4))*(1+((6*0.00225)/0.2)).

FAQ

What is Maximum Bearing Pressure for Eccentric Loading Conventional Case?

The Maximum Bearing Pressure for Eccentric Loading Conventional Case formula 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 q_m = (C_g/(b*L))*(1+((6*e_load)/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 horizontal distance or width of a dam at its base. It is a critical dimension that contributes to the stability and overall structural integrity of the dam, 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 formula 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 (C_g), Breadth of Dam (b), Length of Footing (L) & Eccentricity of the Load on Soil (e_load). 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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