Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
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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

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
Diagonal of a Rectangle when length and area are given
Diagonal=sqrt(((Area)^2/(Length)^2)+(Length)^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

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)))
More formulas
Critical Buckling Load for Pin Ended Columns GO
Slenderness Ratio of when Critical Buckling Load for Pin Ended Columns is Given GO
Cross-Sectional Area when Critical Buckling Load for Pin Ended Columns is Given GO
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 (Cw) 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*Cw/(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 (Cw) 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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