Cross-Sectional Area given Elastic Critical Buckling Load Formula

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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. Check FAQs
A=PBuckling Load(Lrgyration )2π2E
A - Column Cross-Sectional Area?PBuckling Load - Buckling Load?L - Effective Length of Column?rgyration - Radius of Gyration of Column?E - Modulus of Elasticity?π - Archimedes' constant?

Cross-Sectional Area given Elastic Critical Buckling Load Example

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Here is how the Cross-Sectional Area given Elastic Critical Buckling Load equation looks like with Values.

Here is how the Cross-Sectional Area given Elastic Critical Buckling Load equation looks like with Units.

Here is how the Cross-Sectional Area given Elastic Critical Buckling Load equation looks like.

134.8951Edit=5Edit(3000Edit26Edit)23.1416250Edit
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Cross-Sectional Area given Elastic Critical Buckling Load Solution

Follow our step by step solution on how to calculate Cross-Sectional Area given Elastic Critical Buckling Load?

FIRST Step Consider the formula
A=PBuckling Load(Lrgyration )2π2E
Next Step Substitute values of Variables
A=5N(3000mm26mm)2π250MPa
Next Step Substitute values of Constants
A=5N(3000mm26mm)23.1416250MPa
Next Step Prepare to Evaluate
A=5(300026)23.1416250
Next Step Evaluate
A=0.000134895066979444
Next Step Convert to Output's Unit
A=134.895066979444mm²
LAST Step Rounding Answer
A=134.8951mm²

Cross-Sectional Area given Elastic Critical Buckling Load Formula Elements

Variables
Constants
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.
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.
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.
Radius of Gyration of Column
The Radius of Gyration of Column about the axis of rotation is defined as the radial distance to a point which would have a moment of inertia the same as the body's actual distribution of mass.
Symbol: rgyration
Measurement: LengthUnit: mm
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.
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 in Slender Columns category

​Go Elastic Critical Buckling Load
PBuckling Load=π2EA(Lrgyration )2
​Go Radius of Gyration of Column given Elastic Critical Buckling Load
rgyration =PBuckling LoadL2π2EA
​Go Slenderness Ratio given Elastic Critical Buckling Load
λ=π2EAPBuckling Load

How to Evaluate Cross-Sectional Area given Elastic Critical Buckling Load?

Cross-Sectional Area given Elastic Critical Buckling Load evaluator uses Column Cross-Sectional Area = (Buckling Load*(Effective Length of Column/Radius of Gyration of Column)^2)/(pi^2*Modulus of Elasticity) to evaluate the Column Cross-Sectional Area, The Cross-Sectional Area given Elastic Critical Buckling Load is defined as the area of a two-dimensional shape obtained when a Column is sliced perpendicular to its length axis at a point. Column Cross-Sectional Area is denoted by A symbol.

How to evaluate Cross-Sectional Area given Elastic Critical Buckling Load using this online evaluator? To use this online evaluator for Cross-Sectional Area given Elastic Critical Buckling Load, enter Buckling Load (PBuckling Load), Effective Length of Column (L), Radius of Gyration of Column (rgyration ) & Modulus of Elasticity (E) and hit the calculate button.

FAQs on Cross-Sectional Area given Elastic Critical Buckling Load

What is the formula to find Cross-Sectional Area given Elastic Critical Buckling Load?
The formula of Cross-Sectional Area given Elastic Critical Buckling Load is expressed as Column Cross-Sectional Area = (Buckling Load*(Effective Length of Column/Radius of Gyration of Column)^2)/(pi^2*Modulus of Elasticity). Here is an example- 134.8951 = (5*(3/0.026)^2)/(pi^2*50000000).
How to calculate Cross-Sectional Area given Elastic Critical Buckling Load?
With Buckling Load (PBuckling Load), Effective Length of Column (L), Radius of Gyration of Column (rgyration ) & Modulus of Elasticity (E) we can find Cross-Sectional Area given Elastic Critical Buckling Load using the formula - Column Cross-Sectional Area = (Buckling Load*(Effective Length of Column/Radius of Gyration of Column)^2)/(pi^2*Modulus of Elasticity). This formula also uses Archimedes' constant .
Can the Cross-Sectional Area given Elastic Critical Buckling Load be negative?
No, the Cross-Sectional Area given Elastic Critical Buckling Load, measured in Area cannot be negative.
Which unit is used to measure Cross-Sectional Area given Elastic Critical Buckling Load?
Cross-Sectional Area given Elastic Critical Buckling Load is usually measured using the Square Millimeter[mm²] for Area. Square Meter[mm²], Square Kilometer[mm²], Square Centimeter[mm²] are the few other units in which Cross-Sectional Area given Elastic Critical Buckling Load can be measured.
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