Alithea Fernandes
Don Bosco College of Engineering (DBCE), Goa
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Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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11 Other formulas that you can solve using the same Inputs

Neutral Axis to Outermost Fiber Distance when Total Unit Stress in Eccentric Loading is Given
Outermost Fiber Distance=(Total Unit Stress-(Axial Load/Cross sectional area))*Moment of Inertia about Neutral Axis/(Axial Load*Distance_from Load Applied) GO
Moment of Inertia of Cross-Section when Total Unit Stress in Eccentric Loading is Given
Moment of Inertia about Neutral Axis=(Axial Load*Outermost Fiber Distance*Distance_from Load Applied)/(Total Unit Stress-(Axial Load/Cross sectional area)) GO
Cross-Sectional Area when Total Unit Stress in Eccentric Loading is Given
Cross sectional area=Axial Load/(Total Unit Stress-((Axial Load*Outermost Fiber Distance*Distance_from Load Applied/Moment of Inertia about Neutral Axis))) GO
Total Unit Stress in Eccentric Loading
Total Unit Stress=(Axial Load/Cross sectional area)+(Axial Load*Outermost Fiber Distance*Distance_from Load Applied/Moment of Inertia about Neutral Axis) GO
Maximum Bending Moment when Maximum Stress For Short Beams is Given
Maximum Bending Moment=((Maximum stress at crack tip-(Axial Load/Cross sectional area))*Moment of Inertia)/Distance from the Neutral axis GO
Maximum Stress For Short Beams
Maximum stress at crack tip=(Axial Load/Cross sectional area)+((Maximum Bending Moment*Distance from the Neutral axis)/Moment of Inertia) GO
Cross-Sectional Area when Maximum Stress For Short Beams is Given
Cross sectional area=Axial Load/(Maximum stress at crack tip-(Maximum Bending Moment*Distance from the Neutral axis/Moment of Inertia)) GO
Total Unit Stress in Eccentric Loading when Radius of Gyration is Given
Total Unit Stress=(Axial Load/Cross sectional area)*(1+(Outermost Fiber Distance*Distance_from Load Applied/(Radius of gyration^2))) GO
Eccentricity when Deflection in Eccentric Loading is Given
Eccentricity of Loading=(pi*(1-Axial Load/Critical Buckling Load))*Deflection/(4*Axial Load/Critical Buckling Load) GO
Allowable Bearing Pressure when Area of Lowest Column of a Structure is Given
Allowable Bearing Pressure=Axial Load/Area of foundation GO
Area of foundation of the Lowest Column of a Structure
Area of foundation=Axial Load/Allowable Bearing Pressure GO

1 Other formulas that calculate the same Output

Maximum Bearing Pressure for Eccentric Loading Conventional Case
Maximum Bearing Pressure=( circumference of group/(Breadth*Length))*(1+((6*Eccentricity of Loading)/Breadth)) GO

Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged Formula

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)))
q <sub>m</sub>=(P/A)*(1+(e <sub>1</sub>*c <sub>1</sub>/(r <sub>1</sub>^2))+(e <sub>2</sub>*c <sub>2</sub>/(r <sub>2</sub>^2)))
More formulas
Net Bearing Capacity of a Long Footing in Foundation Stability Analysis GO
Net Bearing Capacity for Undrained Loading of Cohesive Soils GO
Maximum Bearing Pressure for Eccentric Loading Conventional Case 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

What is bearing capacity of soil?

In geotechnical engineering, bearing capacity is the capacity of soil to support the loads applied to the ground. The bearing capacity of soil 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 when Full Bearing Area of Sq and Rect Footings is Engaged?

Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged calculator uses 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))) to calculate the Maximum Bearing Pressure, The Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged 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 and is denoted by q m symbol.

How to calculate Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged using this online calculator? To use this online calculator for Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged, enter Axial Load (P), Area of Footing (A), Loading Eccentricity 1 (e 1), Principal Axis 1 (c 1), Radius of Gyration 1 (r 1), Loading Eccentricity 2 (e 2), Principal Axis 2 (c 2) and Radius of Gyration 2 (r 2) and hit the calculate button. Here is how the Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged calculation can be explained with given input values -> 0.05884 = (98.0664999999931/10)*(1+(1*2/(1^2))+(1*3/(1^2))).

FAQ

What is Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged?
The Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged 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=(P/A)*(1+(e 1*c 1/(r 1^2))+(e 2*c 2/(r 2^2))) or 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))). Axial Load is defined as applying a force on a structure directly along an axis of the structure, Area of Footing is the area of the foundation, Loading Eccentricity 1 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, Principal Axis 1 is the main axis of a member which are perpendicular and intersect each other at the center of area or “centroid”, Radius of Gyration 1 is defined as the radial distance to a point which would have a moment of inertia the same as the body's actual distribution of mass, Loading Eccentricity 2 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, Principal Axis 2 is the main axis of a member which are perpendicular and intersect each other at the center of area or “centroid” and Radius of Gyration 2 is defined as the radial distance to a point which would have a moment of inertia the same as the body's actual distribution of mass.
How to calculate Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged?
The Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged 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=(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))). To calculate Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged, you need Axial Load (P), Area of Footing (A), Loading Eccentricity 1 (e 1), Principal Axis 1 (c 1), Radius of Gyration 1 (r 1), Loading Eccentricity 2 (e 2), Principal Axis 2 (c 2) and Radius of Gyration 2 (r 2). With our tool, you need to enter the respective value for Axial Load, Area of Footing, Loading Eccentricity 1, Principal Axis 1, Radius of Gyration 1, Loading Eccentricity 2, Principal Axis 2 and Radius of Gyration 2 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 Axial Load, Area of Footing, Loading Eccentricity 1, Principal Axis 1, Radius of Gyration 1, Loading Eccentricity 2, Principal Axis 2 and Radius of Gyration 2. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Maximum Bearing Pressure=( circumference of group/(Breadth*Length))*(1+((6*Eccentricity of Loading)/Breadth))
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