Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed Formula

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Modulus of Elasticity of Column is a quantity that measures an object or substance's resistance to being deformed elastically when stress is applied to it. Check FAQs
E=Pl2π2I
E - Modulus of Elasticity of Column?P - Column Crippling Load?l - Column Length?I - Moment of Inertia Column?π - Archimedes' constant?

Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed Example

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Here is how the Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed equation looks like with Values.

Here is how the Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed equation looks like with Units.

Here is how the Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed equation looks like.

135.698Edit=3Edit5000Edit23.141625600Edit
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Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed Solution

Follow our step by step solution on how to calculate Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed?

FIRST Step Consider the formula
E=Pl2π2I
Next Step Substitute values of Variables
E=3kN5000mm2π25600cm⁴
Next Step Substitute values of Constants
E=3kN5000mm23.141625600cm⁴
Next Step Convert Units
E=3000N5m23.141625.6E-5m⁴
Next Step Prepare to Evaluate
E=3000523.141625.6E-5
Next Step Evaluate
E=135698013.806702Pa
Next Step Convert to Output's Unit
E=135.698013806702MPa
LAST Step Rounding Answer
E=135.698MPa

Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed Formula Elements

Variables
Constants
Modulus of Elasticity of Column
Modulus of Elasticity of Column is a quantity that measures an object or substance's resistance to being deformed elastically when stress is applied to it.
Symbol: E
Measurement: PressureUnit: MPa
Note: Value should be greater than 0.
Column Crippling Load
Column Crippling Load is the load over which a column prefers to deform laterally rather than compressing itself.
Symbol: P
Measurement: ForceUnit: kN
Note: Value can be positive or negative.
Column Length
Column Length is the distance between two points where a column gets its fixity of support so its movement is restrained in all directions.
Symbol: l
Measurement: LengthUnit: mm
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.
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 Both Ends of Column are Fixed category

​Go Moment of Section if Both Ends of Column are Fixed
Mt=MFixed-Pδ
​Go Crippling Load given Moment of Section if Both Ends of Column are Fixed
P=MFixed-Mtδ
​Go Moment of Fixed Ends given Moment of Section if Both Ends of Column are Fixed
MFixed=Mt+Pδ
​Go Deflection at Section given Moment of Section if Both Ends of Column are Fixed
δ=MFixed-MtP

How to Evaluate Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed?

Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed evaluator uses Modulus of Elasticity of Column = (Column Crippling Load*Column Length^2)/(pi^2*Moment of Inertia Column) to evaluate the Modulus of Elasticity of Column, Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed formula is defined as a measure of the ratio of stress and strain within the proportional limit of an object, describing the material's stiffness and ability to resist deformation under axial loading. Modulus of Elasticity of Column is denoted by E symbol.

How to evaluate Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed using this online evaluator? To use this online evaluator for Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed, enter Column Crippling Load (P), Column Length (l) & Moment of Inertia Column (I) and hit the calculate button.

FAQs on Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed

What is the formula to find Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed?
The formula of Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed is expressed as Modulus of Elasticity of Column = (Column Crippling Load*Column Length^2)/(pi^2*Moment of Inertia Column). Here is an example- 0.000136 = (3000*5^2)/(pi^2*5.6E-05).
How to calculate Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed?
With Column Crippling Load (P), Column Length (l) & Moment of Inertia Column (I) we can find Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed using the formula - Modulus of Elasticity of Column = (Column Crippling Load*Column Length^2)/(pi^2*Moment of Inertia Column). This formula also uses Archimedes' constant .
Can the Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed be negative?
No, the Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed, measured in Pressure cannot be negative.
Which unit is used to measure Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed?
Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed is usually measured using the Megapascal[MPa] for Pressure. Pascal[MPa], Kilopascal[MPa], Bar[MPa] are the few other units in which Modulus of Elasticity given Crippling Load if Both Ends of Column are Fixed can be measured.
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