Moment of Inertia given Crippling Load for any type of End Condition Formula

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Moment of Inertia Column is the measure of the resistance of a body to angular acceleration about a given axis. Check FAQs
I=PcrLe2π2εc
I - Moment of Inertia Column?Pcr - Column Crippling Load?Le - Effective Length of Column?εc - Modulus of Elasticity of Column?π - Archimedes' constant?

Moment of Inertia given Crippling Load for any type of End Condition Example

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Here is how the Moment of Inertia given Crippling Load for any type of End Condition equation looks like with Values.

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

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

59967.5566Edit=10000Edit2500Edit23.1416210.56Edit
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Moment of Inertia given Crippling Load for any type of End Condition Solution

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

FIRST Step Consider the formula
I=PcrLe2π2εc
Next Step Substitute values of Variables
I=10000N2500mm2π210.56MPa
Next Step Substitute values of Constants
I=10000N2500mm23.1416210.56MPa
Next Step Convert Units
I=10000N2.5m23.141621.1E+7Pa
Next Step Prepare to Evaluate
I=100002.523.141621.1E+7
Next Step Evaluate
I=0.000599675566064973m⁴
Next Step Convert to Output's Unit
I=59967.5566064973cm⁴
LAST Step Rounding Answer
I=59967.5566cm⁴

Moment of Inertia given Crippling Load for any type of End Condition Formula Elements

Variables
Constants
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.
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.
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.
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.
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 Estimation of Effective Length of Columns category

​Go Modulus of Elasticity given Crippling Load for any type of End Condition
εc=PcrLe2π2I
​Go Modulus of Elasticity of Column given Crippling Stress
εc=σcripplingLe2π2r2

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

Moment of Inertia given Crippling Load for any type of End Condition evaluator uses Moment of Inertia Column = (Column Crippling Load*Effective Length of Column^2)/(pi^2*Modulus of Elasticity of Column) to evaluate the Moment of Inertia Column, Moment of Inertia given Crippling Load for any type of End Condition formula is defined as a measure of an object's resistance to changes in its rotation, providing a critical value for structural integrity in columns under various end conditions, essential for safe and efficient design in engineering applications. Moment of Inertia Column is denoted by I symbol.

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

FAQs on Moment of Inertia given Crippling Load for any type of End Condition

What is the formula to find Moment of Inertia given Crippling Load for any type of End Condition?
The formula of Moment of Inertia given Crippling Load for any type of End Condition is expressed as Moment of Inertia Column = (Column Crippling Load*Effective Length of Column^2)/(pi^2*Modulus of Elasticity of Column). Here is an example- 6E+12 = (10000*2.5^2)/(pi^2*10560000).
How to calculate Moment of Inertia given Crippling Load for any type of End Condition?
With Column Crippling Load (Pcr), Effective Length of Column (Le) & Modulus of Elasticity of Column c) we can find Moment of Inertia given Crippling Load for any type of End Condition using the formula - Moment of Inertia Column = (Column Crippling Load*Effective Length of Column^2)/(pi^2*Modulus of Elasticity of Column). This formula also uses Archimedes' constant .
Can the Moment of Inertia given Crippling Load for any type of End Condition be negative?
No, the Moment of Inertia given Crippling Load for any type of End Condition, measured in Second Moment of Area cannot be negative.
Which unit is used to measure Moment of Inertia given Crippling Load for any type of End Condition?
Moment of Inertia given Crippling Load for any type of End Condition is usually measured using the Centimeter⁴[cm⁴] for Second Moment of Area. Meter⁴[cm⁴], Millimeter⁴[cm⁴] are the few other units in which Moment of Inertia given Crippling Load for any type of End Condition can be measured.
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