Column Slenderness Ratio for Critical Buckling Load Formula

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Column Slenderness Ratio is defined as the ratio of length l to the radius of gyration. Check FAQs
Lcrratio=A⋅π2⋅EPcr
Lcrratio - Column Slenderness Ratio?A - Cross Section Area of Column?E - Elastic Modulus?Pcr - Critical Buckling Load for Drill String?π - Archimedes' constant?

Column Slenderness Ratio for Critical Buckling Load Example

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With units
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Here is how the Column Slenderness Ratio for Critical Buckling Load equation looks like with Values.

Here is how the Column Slenderness Ratio for Critical Buckling Load equation looks like with Units.

Here is how the Column Slenderness Ratio for Critical Buckling Load equation looks like.

160Edit=0.0688Edit⋅3.14162⋅2E+11Edit5304.912Edit
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Column Slenderness Ratio for Critical Buckling Load Solution

Follow our step by step solution on how to calculate Column Slenderness Ratio for Critical Buckling Load?

FIRST Step Consider the formula
Lcrratio=A⋅π2⋅EPcr
Next Step Substitute values of Variables
∴ Lcrratio=0.0688m²⋅π2⋅2E+11N/m²5304.912kN
Next Step Substitute values of Constants
∴ Lcrratio=0.0688m²⋅3.14162⋅2E+11N/m²5304.912kN
Next Step Convert Units
∴ Lcrratio=0.0688m²⋅3.14162⋅2E+11Pa5.3E+6N
Next Step Prepare to Evaluate
∴ Lcrratio=0.0688⋅3.14162⋅2E+115.3E+6
Next Step Evaluate
∴Lcrratio=160.000005513163
LAST Step Rounding Answer
∴Lcrratio=160

Column Slenderness Ratio for Critical Buckling Load Formula Elements

Variables
Constants
Functions
Column Slenderness Ratio
Column Slenderness Ratio is defined as the ratio of length l to the radius of gyration.
Symbol: Lcrratio
Measurement: NAUnit: Unitless
Note: Value can be positive or negative.
Cross Section Area of Column
Cross Section Area of Column is the shape we get when cutting straight through the column.
Symbol: A
Measurement: AreaUnit: m²
Note: Value can be positive or negative.
Elastic Modulus
Elastic Modulus is the fundamental property of materials that measures their stiffness or resistance to elastic deformation under stress.
Symbol: E
Measurement: StressUnit: N/m²
Note: Value can be positive or negative.
Critical Buckling Load for Drill String
Critical Buckling Load for Drill String is defined as the greatest load that will not cause lateral deflection.
Symbol: Pcr
Measurement: ForceUnit: kN
Note: Value can be positive or negative.
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
sqrt
A square root function is a function that takes a non-negative number as an input and returns the square root of the given input number.
Syntax: sqrt(Number)

Credits

Creator Image
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has created this Formula and 2000+ more formulas!
Verifier Image
Verified by M Naveen
National Institute of Technology (NIT), Warangal
M Naveen has verified this Formula and 900+ more formulas!

Other formulas in Drill String Buckling category

​Go Critical Buckling Load
Pcr=A⋅(π2⋅ELcrratio2)
​Go Cross Section Area of Column for Critical Buckling Load
A=Pcr⋅Lcrratio2π2⋅E
​Go Reynolds Number in Shorter Length of Pipe
Re=Vflow⋅Dpv
​Go Flow Velocity given Reynolds Number in Shorter Length of Pipe
Vflow=Re⋅vDp

How to Evaluate Column Slenderness Ratio for Critical Buckling Load?

Column Slenderness Ratio for Critical Buckling Load evaluator uses Column Slenderness Ratio = sqrt((Cross Section Area of Column*pi^2*Elastic Modulus)/Critical Buckling Load for Drill String) to evaluate the Column Slenderness Ratio, The Column Slenderness Ratio for Critical Buckling Load is defined as the ratio of length l to the radius of gyration. Column Slenderness Ratio is denoted by Lcrratio symbol.

How to evaluate Column Slenderness Ratio for Critical Buckling Load using this online evaluator? To use this online evaluator for Column Slenderness Ratio for Critical Buckling Load, enter Cross Section Area of Column (A), Elastic Modulus (E) & Critical Buckling Load for Drill String (Pcr) and hit the calculate button.

FAQs on Column Slenderness Ratio for Critical Buckling Load

What is the formula to find Column Slenderness Ratio for Critical Buckling Load?
The formula of Column Slenderness Ratio for Critical Buckling Load is expressed as Column Slenderness Ratio = sqrt((Cross Section Area of Column*pi^2*Elastic Modulus)/Critical Buckling Load for Drill String). Here is an example- 160 = sqrt((0.0688*pi^2*200000000000)/5304912).
How to calculate Column Slenderness Ratio for Critical Buckling Load?
With Cross Section Area of Column (A), Elastic Modulus (E) & Critical Buckling Load for Drill String (Pcr) we can find Column Slenderness Ratio for Critical Buckling Load using the formula - Column Slenderness Ratio = sqrt((Cross Section Area of Column*pi^2*Elastic Modulus)/Critical Buckling Load for Drill String). This formula also uses Archimedes' constant and Square Root (sqrt) function(s).
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