Kethavath Srinath
Osmania University (OU), Hyderabad
Kethavath Srinath has created this Calculator and 300+ more calculators!
Alithea Fernandes
Don Bosco College of Engineering (DBCE), Goa
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11 Other formulas that you can solve using the same Inputs

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
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
Load when Area of Lowest Column of a Structure is Given
Axial Load=Allowable Bearing Pressure*Area of foundation GO

Area of foundation of the Lowest Column of a Structure Formula

Area of foundation=Axial Load/Allowable Bearing Pressure
A=P/F<sub>p
More formulas
Load when Area of Lowest Column of a Structure is Given GO
Allowable Bearing Pressure when Area of Lowest Column of a Structure is Given GO
Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate GO
Equivalent Cantilever Dimension GO
Base Plate Thickness GO

Define a Structure?

Within the context of the built environment, the term 'structure' refers to anything that is constructed or built from different interrelated parts with a fixed location on the ground. Engineers sometimes refer to these as 'non-building' structures. Common examples include Aqueducts and viaducts. Bridges.

How to Calculate Area of foundation of the Lowest Column of a Structure?

Area of foundation of the Lowest Column of a Structure calculator uses Area of foundation=Axial Load/Allowable Bearing Pressure to calculate the Area of foundation, Area of foundation of the Lowest Column of a Structure formula is defined as the area that can be defined as the space occupied by a flat shape or the surface of an object. Area of foundation and is denoted by A symbol.

How to calculate Area of foundation of the Lowest Column of a Structure using this online calculator? To use this online calculator for Area of foundation of the Lowest Column of a Structure, enter Axial Load (P) and Allowable Bearing Pressure (Fp) and hit the calculate button. Here is how the Area of foundation of the Lowest Column of a Structure calculation can be explained with given input values -> 9.807E+6 = 98.0664999999931/10.

FAQ

What is Area of foundation of the Lowest Column of a Structure?
Area of foundation of the Lowest Column of a Structure formula is defined as the area that can be defined as the space occupied by a flat shape or the surface of an object and is represented as A=P/Fp or Area of foundation=Axial Load/Allowable Bearing Pressure. Axial Load is defined as applying a force on a structure directly along an axis of the structure and Allowable Bearing Pressure is defined as the maximum soil pressure without any shear failure or settlement failure.
How to calculate Area of foundation of the Lowest Column of a Structure?
Area of foundation of the Lowest Column of a Structure formula is defined as the area that can be defined as the space occupied by a flat shape or the surface of an object is calculated using Area of foundation=Axial Load/Allowable Bearing Pressure. To calculate Area of foundation of the Lowest Column of a Structure, you need Axial Load (P) and Allowable Bearing Pressure (Fp). With our tool, you need to enter the respective value for Axial Load and Allowable Bearing Pressure and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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