Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given Calculator

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✖Cross sectional area is the area of a two-dimensional shape that is obtained when a three dimensional shape is sliced perpendicular to some specifies axis at a point.ⓘ Cross sectional area [A]			+10% -10%
✖Axial buckling Load is the compressive load at which a slender column will suddenly bend or causes the column to fail by buckling.ⓘ Axial buckling Load [P]			+10% -10%
✖Shear Modulus of Elasticity is one of the measures of mechanical properties of solids. Other elastic moduli are Young's modulus and bulk modulus.ⓘ Shear Modulus of Elasticity [G]			+10% -10%
✖Torsion constant is a geometrical property of a cross section of bar which is involved in the relationship between angle of twist and applied torque along the axis of the bar.ⓘ Torsion constant [J]			+10% -10%
✖Young's Modulus which can also be called elastic modulus is a mechanical property of linear elastic solid substances. It describes the relationship between stress (force per unit area) and strain (proportional deformation in an object).ⓘ Young's Modulus [E]			+10% -10%
✖The Warping Constant is often referred to as the warping moment of inertia. It is a quantity derived from a cross-section.ⓘ Warping Constant [C_w]			+10% -10%
✖Length is the measurement or extent of something from end to end.ⓘ Length [l]			+10% -10%

✖The Polar moment of Inertia is a shaft or beam's resistance to being distorted by torsion, as a function of its shape. ⓘ Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given [J]

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Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given

Rudrani Tidke

Cummins College of Engineering for Women (CCEW), Pune

Rudrani Tidke has created this Calculator and 100+ more calculators!

Mridul Sharma

Indian Institute of Information Technology (IIIT), Bhopal

Mridul Sharma has verified this Calculator and 200+ more calculators!

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< 6 Other formulas that calculate the same Output

Polar Moment of Inertia for Pin Ended Columns

Polar moment of Inertia=Shear Modulus of Elasticity*Torsion constant*Cross sectional area/Torsional buckling load GO

Polar Moment Of Inertia Of Hollow Circular Shaft

Polar moment of Inertia=(pi*(Outer Diameter of Shaft^(4)-Inner Diameter of Shaft^(4)))/32 GO

Polar Moment of Inertia when Strain Energy in Torsion is Given

Polar moment of Inertia=(Torque^2)*Length/(2*Strain Energy*Shear Modulus of Elasticity) GO

Moment of Inertia for Hollow Circular Shaft

Polar moment of Inertia=pi*(Outer diameter^(4)-Inner Diameter^(4))/32 GO

Polar Moment Of Inertia Of Solid Circular Shaft

Polar moment of Inertia=(pi*(Diameter of shaft)^4)/32 GO

Moment of Inertia about Polar Axis

Polar moment of Inertia=(pi*Shaft Diameter^(4))/32 GO

Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given Formula

Polar moment of Inertia=(Cross sectional area/Axial buckling Load)*(Shear Modulus of Elasticity*Torsion constant+((pi^2)*Young's Modulus*Warping Constant/(Length^2)))
J=(A/P)*(G*J+((pi^2)*E*C<sub>w/(l^2)))

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Elastic Critical Buckling Load GO

Cross-Sectional Area when Elastic Critical Buckling Load is Given GO

Radius of Gyration of Column when Elastic Critical Buckling Load is Given GO

Torsional Buckling Load for Pin Ended Columns GO

Cross-Sectional Area when Torsional Buckling Load for Pin Ended Columns is Given GO

Polar Moment of Inertia for Pin Ended Columns GO

Axial Buckling Load for a Warped Section GO

Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given GO

What is buckling load of a column?

Buckling can be defined as the sudden large deformation of structure due to a slight increase of an existing load under which the structure had exhibited little, if any, deformation before the load was increased.

How to Calculate Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given?

Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given calculator uses Polar moment of Inertia=(Cross sectional area/Axial buckling Load)*(Shear Modulus of Elasticity*Torsion constant+((pi^2)*Young's Modulus*Warping Constant/(Length^2))) to calculate the Polar moment of Inertia, The Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given formula is defined as a measurement of a capacity to oppose torsion. It is required to compute the twist of a column subjected to a torque. Polar moment of Inertia and is denoted by J symbol.

How to calculate Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given using this online calculator? To use this online calculator for Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given, enter Cross sectional area (A), Axial buckling Load (P), Shear Modulus of Elasticity (G), Torsion constant (J), Young's Modulus (E), Warping Constant (C_w) and Length (l) and hit the calculate button. Here is how the Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given calculation can be explained with given input values -> 7.311E+11 = (10/15)*(100*15+((pi^2)*100000000000*10/(3^2))).

FAQ

What is Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given?

The Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given formula is defined as a measurement of a capacity to oppose torsion. It is required to compute the twist of a column subjected to a torque and is represented as J=(A/P)*(G*J+((pi^2)*E*C_w/(l^2))) or Polar moment of Inertia=(Cross sectional area/Axial buckling Load)*(Shear Modulus of Elasticity*Torsion constant+((pi^2)*Young's Modulus*Warping Constant/(Length^2))). Cross sectional area is the area of a two-dimensional shape that is obtained when a three dimensional shape is sliced perpendicular to some specifies axis at a point, Axial buckling Load is the compressive load at which a slender column will suddenly bend or causes the column to fail by buckling, Shear Modulus of Elasticity is one of the measures of mechanical properties of solids. Other elastic moduli are Young's modulus and bulk modulus, Torsion constant is a geometrical property of a cross section of bar which is involved in the relationship between angle of twist and applied torque along the axis of the bar, Young's Modulus which can also be called elastic modulus is a mechanical property of linear elastic solid substances. It describes the relationship between stress (force per unit area) and strain (proportional deformation in an object), The Warping Constant is often referred to as the warping moment of inertia. It is a quantity derived from a cross-section and Length is the measurement or extent of something from end to end.

How to calculate Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given?

The Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given formula is defined as a measurement of a capacity to oppose torsion. It is required to compute the twist of a column subjected to a torque is calculated using Polar moment of Inertia=(Cross sectional area/Axial buckling Load)*(Shear Modulus of Elasticity*Torsion constant+((pi^2)*Young's Modulus*Warping Constant/(Length^2))). To calculate Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given, you need Cross sectional area (A), Axial buckling Load (P), Shear Modulus of Elasticity (G), Torsion constant (J), Young's Modulus (E), Warping Constant (C_w) and Length (l). With our tool, you need to enter the respective value for Cross sectional area, Axial buckling Load, Shear Modulus of Elasticity, Torsion constant, Young's Modulus, Warping Constant and Length 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 Polar moment of Inertia?

In this formula, Polar moment of Inertia uses Cross sectional area, Axial buckling Load, Shear Modulus of Elasticity, Torsion constant, Young's Modulus, Warping Constant and Length. We can use 6 other way(s) to calculate the same, which is/are as follows -

Polar moment of Inertia=(pi*Shaft Diameter^(4))/32
Polar moment of Inertia=pi*(Outer diameter^(4)-Inner Diameter^(4))/32
Polar moment of Inertia=(pi*(Diameter of shaft)^4)/32
Polar moment of Inertia=(pi*(Outer Diameter of Shaft^(4)-Inner Diameter of Shaft^(4)))/32
Polar moment of Inertia=(Torque^2)*Length/(2*Strain Energy*Shear Modulus of Elasticity)
Polar moment of Inertia=Shear Modulus of Elasticity*Torsion constant*Cross sectional area/Torsional buckling load

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