Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
Rudrani Tidke has created this Calculator and 100+ more calculators!
Kethavath Srinath
Osmania University (OU), Hyderabad
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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

Axial Buckling Load for a Warped Section Formula

Axial buckling Load=(Cross sectional area/Polar moment of Inertia)*(Shear Modulus of Elasticity*Torsion constant+((pi^2)*Young's Modulus*Warping Constant/(Length^2)))
P=(A/J)*(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
Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given GO
Polar Moment of Inertia 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 Axial Buckling Load for a Warped Section?

Axial Buckling Load for a Warped Section calculator uses Axial buckling Load=(Cross sectional area/Polar moment of Inertia)*(Shear Modulus of Elasticity*Torsion constant+((pi^2)*Young's Modulus*Warping Constant/(Length^2))) to calculate the Axial buckling Load, The Axial Buckling Load for a Warped Section formula is defined as the compressive load at which a slender column will suddenly bend or causes the column to fail by buckling. Axial buckling Load and is denoted by P symbol.

How to calculate Axial Buckling Load for a Warped Section using this online calculator? To use this online calculator for Axial Buckling Load for a Warped Section, enter Cross sectional area (A), Polar moment of Inertia (J), 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 Axial Buckling Load for a Warped Section calculation can be explained with given input values -> 2.193E+11 = (10/50)*(100*15+((pi^2)*100000000000*10/(3^2))).

FAQ

What is Axial Buckling Load for a Warped Section?
The Axial Buckling Load for a Warped Section formula is defined as the compressive load at which a slender column will suddenly bend or causes the column to fail by buckling and is represented as P=(A/J)*(G*J+((pi^2)*E*Cw/(l^2))) or Axial buckling Load=(Cross sectional area/Polar moment of Inertia)*(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, The Polar moment of Inertia is a shaft or beam's resistance to being distorted by torsion, as a function of its shape. , 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 Axial Buckling Load for a Warped Section?
The Axial Buckling Load for a Warped Section formula is defined as the compressive load at which a slender column will suddenly bend or causes the column to fail by buckling is calculated using Axial buckling Load=(Cross sectional area/Polar moment of Inertia)*(Shear Modulus of Elasticity*Torsion constant+((pi^2)*Young's Modulus*Warping Constant/(Length^2))). To calculate Axial Buckling Load for a Warped Section, you need Cross sectional area (A), Polar moment of Inertia (J), 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, Polar moment of Inertia, 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.
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