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Maximum Bearing Pressure for Eccentric Loading Conventional Case Formula

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

q m = (\frac{C g}{b \cdot L}) \cdot (1 + (\frac{6 \cdot e load}{b}))

q_m - Maximum Bearing Pressure?C_g - Circumference of Group in Foundation?b - Breadth of Dam?L - Length of Footing?e_load - Eccentricity of the Load on Soil?

Maximum Bearing Pressure for Eccentric Loading Conventional Case Example

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Here is how the Maximum Bearing Pressure for Eccentric Loading Conventional Case equation looks like with Values.

Here is how the Maximum Bearing Pressure for Eccentric Loading Conventional Case equation looks like with Units.

Here is how the Maximum Bearing Pressure for Eccentric Loading Conventional Case equation looks like.

1.3344 = (\frac{1000}{0.2 \cdot 4}) \cdot (1 + (\frac{6 \cdot 2.25}{0.2}))

1.3344kN/m² = (\frac{1000m}{0.2m \cdot 4m}) \cdot (1 + (\frac{6 \cdot 2.25mm}{0.2m}))

1.3344 = (\frac{1000}{0.2 \cdot 4}) \cdot (1 + (\frac{6 \cdot 2.25}{0.2}))

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Maximum Bearing Pressure for Eccentric Loading Conventional Case Solution

Follow our step by step solution on how to calculate Maximum Bearing Pressure for Eccentric Loading Conventional Case?

FIRST Step Consider the formula

q m = (\frac{C g}{b \cdot L}) \cdot (1 + (\frac{6 \cdot e load}{b}))

Next Step Substitute values of Variables

∴

q m = (\frac{1000m}{0.2m \cdot 4m}) \cdot (1 + (\frac{6 \cdot 2.25mm}{0.2m}))

Next Step Convert Units

∴

q m = (\frac{1000m}{0.2m \cdot 4m}) \cdot (1 + (\frac{6 \cdot 0.0023m}{0.2m}))

Next Step Prepare to Evaluate

∴

q m = (\frac{1000}{0.2 \cdot 4}) \cdot (1 + (\frac{6 \cdot 0.0023}{0.2}))

Next Step Evaluate

∴

q m = 1334.375Pa

Next Step Convert to Output's Unit

∴

q m = 1.334375kN/m²

LAST Step Rounding Answer

∴

q m = 1.3344kN/m²

Maximum Bearing Pressure for Eccentric Loading Conventional Case Formula Elements

Variables

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.

Symbol: q_m

Measurement: PressureUnit: kN/m²

Note: Value can be positive or negative.

Formulas to find Maximum Bearing Pressure

Circumference of Group in Foundation

Circumference of Group in Foundation is total length of the peripheral of the group in foundation.

Symbol: C_g

Measurement: LengthUnit: m

Note: Value should be greater than 0.

Formulas to find Circumference of Group in Foundation

Breadth of Dam

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.

Symbol: b

Measurement: LengthUnit: m

Note: Value should be greater than 0.

Formulas to find Breadth of Dam

Length of Footing

Length of Footing is the length of the larger dimension of the footing.

Symbol: L

Measurement: LengthUnit: m

Note: Value can be positive or negative.

Formulas to find Length of Footing

Eccentricity of the Load on Soil

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.

Symbol: e_load

Measurement: LengthUnit: mm

Note: Value should be greater than 0.

Formulas to find Eccentricity of the Load on Soil

Other Formulas to find Maximum Bearing Pressure

Go Maximum Bearing Pressure

q m = (\frac{P}{A}) \cdot (1 + (e 1 \cdot \frac{c 1}{{r 1}^{2}}) + (e 2 \cdot \frac{c 2}{{r 2}^{2}}))

Other formulas in Foundation Stability Analysis category

Go Net Bearing Capacity of Long Footing in Foundation Stability Analysis

q u = (α f \cdot C u \cdot N c) + (σ vo \cdot N q) + (β f \cdot γ \cdot B \cdot N γ)

Go Net Bearing Capacity for Undrained Loading of Cohesive Soils

q u = α f \cdot N q \cdot C u

Go Minimum Bearing Pressure for Eccentric Loading Conventional Case

q min = (\frac{P}{b \cdot L}) \cdot (1 - (\frac{6 \cdot e load}{b}))

Go Correction Factor Nc for Rectangle

N c = 1 + (\frac{B}{L}) \cdot (\frac{N q}{N c})

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

Maximum Bearing Pressure for Eccentric Loading Conventional Case evaluator 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 evaluate 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 evaluate Maximum Bearing Pressure for Eccentric Loading Conventional Case using this online evaluator? To use this online evaluator 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.

FAQs on Maximum Bearing Pressure for Eccentric Loading Conventional Case

What is the formula to find Maximum Bearing Pressure for Eccentric Loading Conventional Case?

The formula of Maximum Bearing Pressure for Eccentric Loading Conventional Case is expressed as 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)). Here is an example- 0.001334 = (1000/(0.2*4))*(1+((6*0.00225)/0.2)).

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

With Circumference of Group in Foundation (C_g), Breadth of Dam (b), Length of Footing (L) & Eccentricity of the Load on Soil (e_load) we can find Maximum Bearing Pressure for Eccentric Loading Conventional Case using the 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)).

What are the other ways to Calculate Maximum Bearing Pressure?

Here are the different ways to Calculate Maximum Bearing Pressure-

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)))

Can the Maximum Bearing Pressure for Eccentric Loading Conventional Case be negative?

Yes, the Maximum Bearing Pressure for Eccentric Loading Conventional Case, measured in Pressure can be negative.

Which unit is used to measure Maximum Bearing Pressure for Eccentric Loading Conventional Case?

Maximum Bearing Pressure for Eccentric Loading Conventional Case is usually measured using the Kilonewton per Square Meter[kN/m²] for Pressure. Pascal[kN/m²], Kilopascal[kN/m²], Bar[kN/m²] are the few other units in which Maximum Bearing Pressure for Eccentric Loading Conventional Case can be measured.

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Maximum Bearing Pressure for Eccentric Loading Conventional Case Formula

​GoMaximum Bearing Pressure Formula

Maximum Bearing Pressure for Eccentric Loading Conventional Case Example

Maximum Bearing Pressure for Eccentric Loading Conventional Case Solution

Maximum Bearing Pressure for Eccentric Loading Conventional Case Formula Elements

Other Formulas to find Maximum Bearing Pressure

Other formulas in Foundation Stability Analysis category

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

FAQs on Maximum Bearing Pressure for Eccentric Loading Conventional Case

Variable Name

GoMaximum Bearing Pressure Formula