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Column crippling load also known as the buckling load, is the maximum axial compressive load that a column can withstand before it buckles or fails due to instability. Check FAQs
Pcr=π2εcILe2
Pcr - Column Crippling Load?εc - Modulus of Elasticity of Column?I - Moment of Inertia Column?Le - Effective Length of Column?π - Archimedes' constant?

Crippling Load for any type of End Condition Example

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With units
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Here is how the Crippling Load for any type of End Condition equation looks like with Values.

Here is how the Crippling Load for any type of End Condition equation looks like with Units.

Here is how the Crippling Load for any type of End Condition equation looks like.

10005.4102Edit=3.1416210.56Edit60000Edit2500Edit2
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Crippling Load for any type of End Condition Solution

Follow our step by step solution on how to calculate Crippling Load for any type of End Condition?

FIRST Step Consider the formula
Pcr=π2εcILe2
Next Step Substitute values of Variables
Pcr=π210.56MPa60000cm⁴2500mm2
Next Step Substitute values of Constants
Pcr=3.1416210.56MPa60000cm⁴2500mm2
Next Step Convert Units
Pcr=3.141621.1E+7Pa0.0006m⁴2.5m2
Next Step Prepare to Evaluate
Pcr=3.141621.1E+70.00062.52
Next Step Evaluate
Pcr=10005.4101576483N
LAST Step Rounding Answer
Pcr=10005.4102N

Crippling Load for any type of End Condition Formula Elements

Variables
Constants
Column Crippling Load
Column crippling load also known as the buckling load, is the maximum axial compressive load that a column can withstand before it buckles or fails due to instability.
Symbol: Pcr
Measurement: ForceUnit: N
Note: Value should be greater than 0.
Modulus of Elasticity of Column
Modulus of elasticity of column also known as Young’s modulus, is a measure of a material’s stiffness or rigidity which quantifies the relationship between stress and strain.
Symbol: εc
Measurement: PressureUnit: MPa
Note: Value should be greater than 0.
Moment of Inertia Column
Moment of Inertia Column is the measure of the resistance of a body to angular acceleration about a given axis.
Symbol: I
Measurement: Second Moment of AreaUnit: cm⁴
Note: Value should be greater than 0.
Effective Length of Column
Effective length of column is the length of an equivalent pin-ended column that has the same load-carrying capacity as the actual column under consideration.
Symbol: Le
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 Column Crippling Load

​Go Crippling Load given Effective Length and Radius of Gyration
Pcr=π2εcAr2Le2

Other formulas in Crippling Load category

​Go Crippling Stress
σcrippling=π2εcr2Le2
​Go Crippling Stress given Crippling Load
σcrippling=PcrA

How to Evaluate Crippling Load for any type of End Condition?

Crippling Load for any type of End Condition evaluator uses Column Crippling Load = (pi^2*Modulus of Elasticity of Column*Moment of Inertia Column)/(Effective Length of Column^2) to evaluate the Column Crippling Load, Crippling Load for any type of End Condition formula is defined as a measure of the maximum load that a column can withstand without buckling or failing, taking into account the effective length of the column and its material properties, providing a critical safety factor in structural design and engineering applications. Column Crippling Load is denoted by Pcr symbol.

How to evaluate Crippling Load for any type of End Condition using this online evaluator? To use this online evaluator for Crippling Load for any type of End Condition, enter Modulus of Elasticity of Column c), Moment of Inertia Column (I) & Effective Length of Column (Le) and hit the calculate button.

FAQs on Crippling Load for any type of End Condition

What is the formula to find Crippling Load for any type of End Condition?
The formula of Crippling Load for any type of End Condition is expressed as Column Crippling Load = (pi^2*Modulus of Elasticity of Column*Moment of Inertia Column)/(Effective Length of Column^2). Here is an example- 10005.41 = (pi^2*10560000*0.0006)/(2.5^2).
How to calculate Crippling Load for any type of End Condition?
With Modulus of Elasticity of Column c), Moment of Inertia Column (I) & Effective Length of Column (Le) we can find Crippling Load for any type of End Condition using the formula - Column Crippling Load = (pi^2*Modulus of Elasticity of Column*Moment of Inertia Column)/(Effective Length of Column^2). This formula also uses Archimedes' constant .
What are the other ways to Calculate Column Crippling Load?
Here are the different ways to Calculate Column Crippling Load-
  • Column Crippling Load=(pi^2*Modulus of Elasticity of Column*Column Cross-Sectional Area*Least Radius of Gyration of Column^2)/(Effective Length of Column^2)OpenImg
Can the Crippling Load for any type of End Condition be negative?
No, the Crippling Load for any type of End Condition, measured in Force cannot be negative.
Which unit is used to measure Crippling Load for any type of End Condition?
Crippling Load for any type of End Condition is usually measured using the Newton[N] for Force. Exanewton[N], Meganewton[N], Kilonewton[N] are the few other units in which Crippling Load for any type of End Condition can be measured.
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