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Moment of Inertia given Crippling Load if Both Ends of Column are Fixed 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 = \frac{P \cdot l^{2}}{π^{2} \cdot E}

I - Moment of Inertia Column?P - Column Crippling Load?l - Column Length?E - Modulus of Elasticity of Column?π - Archimedes' constant?

Moment of Inertia given Crippling Load if Both Ends of Column are Fixed Example

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

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

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

71961.0679 = \frac{3 \cdot 5000^{2}}{{3.1416}^{2} \cdot 10.56}

71961.0679cm⁴ = \frac{3kN \cdot {5000mm}^{2}}{{3.1416}^{2} \cdot 10.56MPa}

71961.0679 = \frac{3 \cdot 5000^{2}}{{3.1416}^{2} \cdot 10.56}

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Moment of Inertia given Crippling Load if Both Ends of Column are Fixed Solution

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

FIRST Step Consider the formula

I = \frac{P \cdot l^{2}}{π^{2} \cdot E}

Next Step Substitute values of Variables

∴

I = \frac{3kN \cdot {5000mm}^{2}}{π^{2} \cdot 10.56MPa}

Next Step Substitute values of Constants

∴

I = \frac{3kN \cdot {5000mm}^{2}}{{3.1416}^{2} \cdot 10.56MPa}

Next Step Convert Units

∴

I = \frac{3000N \cdot {5m}^{2}}{{3.1416}^{2} \cdot 1.1E+7Pa}

Next Step Prepare to Evaluate

∴

I = \frac{3000 \cdot 5^{2}}{{3.1416}^{2} \cdot 1.1E+7}

Next Step Evaluate

∴

I = 0.000719610679277967m⁴

Next Step Convert to Output's Unit

∴

I = 71961.0679277967cm⁴

LAST Step Rounding Answer

∴

I = 71961.0679cm⁴

Moment of Inertia given Crippling Load if Both Ends of Column are Fixed 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.

Formulas to find Moment of Inertia Column

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.

Formulas to find Column Crippling Load

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.

Formulas to find Column Length

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.

Formulas to find Modulus of Elasticity of Column

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

M t = M Fixed - P \cdot δ

Go Crippling Load given Moment of Section if Both Ends of Column are Fixed

P = \frac{M Fixed - M t}{δ}

Go Moment of Fixed Ends given Moment of Section if Both Ends of Column are Fixed

M Fixed = M t + P \cdot δ

Go Deflection at Section given Moment of Section if Both Ends of Column are Fixed

δ = \frac{M Fixed - M t}{P}

How to Evaluate Moment of Inertia given Crippling Load if Both Ends of Column are Fixed?

Moment of Inertia given Crippling Load if Both Ends of Column are Fixed evaluator uses Moment of Inertia Column = (Column Crippling Load*Column Length^2)/(pi^2*Modulus of Elasticity of Column) to evaluate the Moment of Inertia Column, Moment of Inertia given Crippling Load if Both Ends of Column are Fixed formula is defined as a measure of an object's resistance to changes in its rotation, providing a critical value for the load at which a column will bend or deform when both ends are fixed. Moment of Inertia Column is denoted by I symbol.

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

FAQs on Moment of Inertia given Crippling Load if Both Ends of Column are Fixed

What is the formula to find Moment of Inertia given Crippling Load if Both Ends of Column are Fixed?

The formula of Moment of Inertia given Crippling Load if Both Ends of Column are Fixed is expressed as Moment of Inertia Column = (Column Crippling Load*Column Length^2)/(pi^2*Modulus of Elasticity of Column). Here is an example- 7.2E+12 = (3000*5^2)/(pi^2*10560000).

How to calculate Moment of Inertia given Crippling Load if Both Ends of Column are Fixed?

With Column Crippling Load (P), Column Length (l) & Modulus of Elasticity of Column (E) we can find Moment of Inertia given Crippling Load if Both Ends of Column are Fixed using the formula - Moment of Inertia Column = (Column Crippling Load*Column Length^2)/(pi^2*Modulus of Elasticity of Column). This formula also uses Archimedes' constant .

Can the Moment of Inertia given Crippling Load if Both Ends of Column are Fixed be negative?

No, the Moment of Inertia given Crippling Load if Both Ends of Column are Fixed, measured in Second Moment of Area cannot be negative.

Which unit is used to measure Moment of Inertia given Crippling Load if Both Ends of Column are Fixed?

Moment of Inertia given Crippling Load if Both Ends of Column are Fixed 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 if Both Ends of Column are Fixed can be measured.

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Moment of Inertia given Crippling Load if Both Ends of Column are Fixed Formula

Moment of Inertia given Crippling Load if Both Ends of Column are Fixed Example

Moment of Inertia given Crippling Load if Both Ends of Column are Fixed Solution

Moment of Inertia given Crippling Load if Both Ends of Column are Fixed Formula Elements

Other formulas in Both Ends of Column are Fixed category

How to Evaluate Moment of Inertia given Crippling Load if Both Ends of Column are Fixed?

FAQs on Moment of Inertia given Crippling Load if Both Ends of Column are Fixed

Variable Name