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The Buckling Load is the load at which the column starts buckling. The buckling load of a given material depends on the Slenderness ratio, Area of a cross-section, and Modulus of Elasticity. Check FAQs
PBuckling Load=(AIp)(GJ+π2ECwL2)
PBuckling Load - Buckling Load?A - Column Cross-Sectional Area?Ip - Polar Moment of Inertia?G - Shear Modulus of Elasticity?J - Torsional Constant?E - Modulus of Elasticity?Cw - Warping Constant?L - Effective Length of Column?π - Archimedes' constant?

Axial Buckling Load for Warped Section Example

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Here is how the Axial Buckling Load for Warped Section equation looks like with Values.

Here is how the Axial Buckling Load for Warped Section equation looks like with Units.

Here is how the Axial Buckling Load for Warped Section equation looks like.

5Edit=(700Edit322000Edit)(230Edit10Edit+3.1416250Edit10Edit3000Edit2)
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Axial Buckling Load for Warped Section Solution

Follow our step by step solution on how to calculate Axial Buckling Load for Warped Section?

FIRST Step Consider the formula
PBuckling Load=(AIp)(GJ+π2ECwL2)
Next Step Substitute values of Variables
PBuckling Load=(700mm²322000mm⁴)(230MPa10+π250MPa10kg·m²3000mm2)
Next Step Substitute values of Constants
PBuckling Load=(700mm²322000mm⁴)(230MPa10+3.1416250MPa10kg·m²3000mm2)
Next Step Prepare to Evaluate
PBuckling Load=(700322000)(23010+3.14162501030002)
Next Step Evaluate
PBuckling Load=5.00000119198121N
LAST Step Rounding Answer
PBuckling Load=5N

Axial Buckling Load for Warped Section Formula Elements

Variables
Constants
Buckling Load
The Buckling Load is the load at which the column starts buckling. The buckling load of a given material depends on the Slenderness ratio, Area of a cross-section, and Modulus of Elasticity.
Symbol: PBuckling Load
Measurement: ForceUnit: N
Note: Value should be greater than 0.
Column Cross-Sectional Area
Column Cross-Sectional Area is the area of a two-dimensional shape that is obtained when a three-dimensional object is sliced perpendicular to some specified axis at a point.
Symbol: A
Measurement: AreaUnit: mm²
Note: Value should be greater than 0.
Polar Moment of Inertia
The Polar Moment of Inertia is a measure of an object’s capacity to oppose or resist torsion when some amount of torque is applied to it on a specified axis.
Symbol: Ip
Measurement: Second Moment of AreaUnit: mm⁴
Note: Value should be greater than 0.
Shear Modulus of Elasticity
The Shear Modulus of Elasticity is the measure of the rigidity of the body, given by the ratio of shear stress to shear strain.
Symbol: G
Measurement: StressUnit: MPa
Note: Value should be greater than 0.
Torsional Constant
Torsional Constant is a geometrical property of a bar's cross-section which is involved in the relationship between the angle of twist and applied torque along the axis of the bar.
Symbol: J
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Modulus of Elasticity
The Modulus of Elasticity is the measure of the stiffness of a material. It is the slope of stress and strain diagram up to the limit of proportionality.
Symbol: E
Measurement: StressUnit: MPa
Note: Value should be greater than 0.
Warping Constant
Warping Constant is often referred to as the warping moment of inertia. It is a quantity derived from a cross-section.
Symbol: Cw
Measurement: Moment of InertiaUnit: kg·m²
Note: Value should be greater than 0.
Effective Length of Column
The Effective Length of Column can be defined as the length of an equivalent pin-ended column having the same load-carrying capacity as the member under consideration.
Symbol: L
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Archimedes' constant
Archimedes' constant is a mathematical constant that represents the ratio of the circumference of a circle to its diameter.
Symbol: π
Value: 3.14159265358979323846264338327950288

Other Formulas to find Buckling Load

​Go Torsional Buckling Load for Pin Ended Columns
PBuckling Load=GJAIp

Other formulas in Elastic Flexural Buckling of Columns category

​Go Cross-Sectional Area given Torsional Buckling Load for Pin Ended Columns
A=PBuckling LoadIpGJ
​Go Polar Moment of Inertia for Pin Ended Columns
Ip=GJAPBuckling Load

How to Evaluate Axial Buckling Load for Warped Section?

Axial Buckling Load for Warped Section evaluator uses Buckling Load = (Column Cross-Sectional Area/Polar Moment of Inertia)*(Shear Modulus of Elasticity*Torsional Constant+(pi^2*Modulus of Elasticity*Warping Constant)/Effective Length of Column^2) to evaluate the Buckling Load, The Axial Buckling Load for 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. Buckling Load is denoted by PBuckling Load symbol.

How to evaluate Axial Buckling Load for Warped Section using this online evaluator? To use this online evaluator for Axial Buckling Load for Warped Section, enter Column Cross-Sectional Area (A), Polar Moment of Inertia (Ip), Shear Modulus of Elasticity (G), Torsional Constant (J), Modulus of Elasticity (E), Warping Constant (Cw) & Effective Length of Column (L) and hit the calculate button.

FAQs on Axial Buckling Load for Warped Section

What is the formula to find Axial Buckling Load for Warped Section?
The formula of Axial Buckling Load for Warped Section is expressed as Buckling Load = (Column Cross-Sectional Area/Polar Moment of Inertia)*(Shear Modulus of Elasticity*Torsional Constant+(pi^2*Modulus of Elasticity*Warping Constant)/Effective Length of Column^2). Here is an example- 50.00001 = (0.0007/3.22E-07)*(230000000*10+(pi^2*50000000*10)/3^2).
How to calculate Axial Buckling Load for Warped Section?
With Column Cross-Sectional Area (A), Polar Moment of Inertia (Ip), Shear Modulus of Elasticity (G), Torsional Constant (J), Modulus of Elasticity (E), Warping Constant (Cw) & Effective Length of Column (L) we can find Axial Buckling Load for Warped Section using the formula - Buckling Load = (Column Cross-Sectional Area/Polar Moment of Inertia)*(Shear Modulus of Elasticity*Torsional Constant+(pi^2*Modulus of Elasticity*Warping Constant)/Effective Length of Column^2). This formula also uses Archimedes' constant .
What are the other ways to Calculate Buckling Load?
Here are the different ways to Calculate Buckling Load-
  • Buckling Load=(Shear Modulus of Elasticity*Torsional Constant*Column Cross-Sectional Area)/Polar Moment of InertiaOpenImg
Can the Axial Buckling Load for Warped Section be negative?
No, the Axial Buckling Load for Warped Section, measured in Force cannot be negative.
Which unit is used to measure Axial Buckling Load for Warped Section?
Axial Buckling Load for Warped Section is usually measured using the Newton[N] for Force. Exanewton[N], Meganewton[N], Kilonewton[N] are the few other units in which Axial Buckling Load for Warped Section can be measured.
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