Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
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11 Other formulas that you can solve using the same Inputs

Surface Area of a Rectangular Prism
Surface Area=2*(Length*Width+Length*Height+Width*Height) GO
Perimeter of a rectangle when diagonal and length are given
Perimeter=2*(Length+sqrt((Diagonal)^2-(Length)^2)) GO
Magnetic Flux
Magnetic Flux=Magnetic Field*Length*Breadth*cos(θ) GO
Area of a Rectangle when breadth and diagonal are given
Area=Breadth*(sqrt((Diagonal)^2-(Breadth)^2)) GO
Area of a Rectangle when length and diagonal are given
Area=Length*(sqrt((Diagonal)^2-(Length)^2)) GO
Diagonal of a Rectangle when length and breadth are given
Diagonal=sqrt(Length^2+Breadth^2) GO
Strain
Strain=Change In Length/Length GO
Surface Tension
Surface Tension=Force/Length GO
Perimeter of a rectangle when length and width are given
Perimeter=2*Length+2*Width GO
Volume of a Rectangular Prism
Volume=Width*Height*Length GO
Area of a Rectangle when length and breadth are given
Area=Length*Breadth GO

1 Other formulas that calculate the same Output

Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged
Maximum Bearing Pressure=(Axial Load/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))) GO

Maximum Bearing Pressure for Eccentric Loading Conventional Case Formula

Maximum Bearing Pressure=( circumference of group/(Breadth*Length))*(1+((6*Eccentricity of Loading)/Breadth))
q <sub>m</sub>=(P/(b*l))*(1+((6*e)/b))
More formulas
Net Bearing Capacity of a Long Footing in Foundation Stability Analysis GO
Net Bearing Capacity for Undrained Loading of Cohesive Soils GO
Minimum Bearing Pressure for Eccentric Loading Conventional Case GO
Correction Factor Nc for Rectangle GO
Correction Factor Nq for Rectangle GO
Correction Factor Ny for Rectangle GO
Correction Factor Nc for Circle and Square GO
Correction Factor Nq for Circle and Square GO
Maximum Soil Pressure GO
Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged GO

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/(Breadth*Length))*(1+((6*Eccentricity of Loading)/Breadth)) to calculate the Maximum Bearing Pressure, The Maximum Bearing Pressure for Eccentric Loading Conventional Case formula calculates the maximum average contact pressure between the foundation and the soil which should not produce shear failure in the soil. Maximum Bearing Pressure and 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 (P), Breadth (b), Length (l) and Eccentricity of Loading (e) 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 -> 0.000667 = (1/(2*3))*(1+((6*1)/2)).

FAQ

What is Maximum Bearing Pressure for Eccentric Loading Conventional Case?
The Maximum Bearing Pressure for Eccentric Loading Conventional Case formula calculates 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=(P/(b*l))*(1+((6*e)/b)) or Maximum Bearing Pressure=( circumference of group/(Breadth*Length))*(1+((6*Eccentricity of Loading)/Breadth)). circumference of group is total length of the peripheral of the group, Breadth is the measurement or extent of something from side to side, Length is the measurement or extent of something from end to end and Eccentricity of Loading is the distance between the actual line of action of loads and the line of action that would produce a uniform stress over the cross section of the specimen.
How to calculate Maximum Bearing Pressure for Eccentric Loading Conventional Case?
The Maximum Bearing Pressure for Eccentric Loading Conventional Case formula calculates 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/(Breadth*Length))*(1+((6*Eccentricity of Loading)/Breadth)). To calculate Maximum Bearing Pressure for Eccentric Loading Conventional Case, you need circumference of group (P), Breadth (b), Length (l) and Eccentricity of Loading (e). With our tool, you need to enter the respective value for circumference of group, Breadth, Length and Eccentricity of Loading 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, Breadth, Length and Eccentricity of Loading. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Maximum Bearing Pressure=(Axial Load/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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