Length of Column given Crippling Load if Both Ends of Column are Fixed Formula

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Column Length is the distance between two points where a column gets its fixity of support so its movement is restrained in all directions. Check FAQs
l=π2EIP
l - Column Length?E - Modulus of Elasticity of Column?I - Moment of Inertia Column?P - Column Crippling Load?π - Archimedes' constant?

Length of Column given Crippling Load if Both Ends of Column are Fixed Example

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

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

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

1394.8105Edit=3.1416210.56Edit5600Edit3Edit
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Length of Column given Crippling Load if Both Ends of Column are Fixed Solution

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

FIRST Step Consider the formula
l=π2EIP
Next Step Substitute values of Variables
l=π210.56MPa5600cm⁴3kN
Next Step Substitute values of Constants
l=3.1416210.56MPa5600cm⁴3kN
Next Step Convert Units
l=3.141621.1E+7Pa5.6E-5m⁴3000N
Next Step Prepare to Evaluate
l=3.141621.1E+75.6E-53000
Next Step Evaluate
l=1.39481053177223m
Next Step Convert to Output's Unit
l=1394.81053177223mm
LAST Step Rounding Answer
l=1394.8105mm

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

Variables
Constants
Functions
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.
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.
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 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.
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)

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 Length of Column given Crippling Load if Both Ends of Column are Fixed?

Length of Column given Crippling Load if Both Ends of Column are Fixed evaluator uses Column Length = sqrt((pi^2*Modulus of Elasticity of Column*Moment of Inertia Column)/(Column Crippling Load)) to evaluate the Column Length, Length of Column given Crippling Load if Both Ends of Column are Fixed formula is defined as the maximum length of a column that can withstand a crippling load without buckling, considering the column's material properties and end conditions. Column Length is denoted by l symbol.

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

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

What is the formula to find Length of Column given Crippling Load if Both Ends of Column are Fixed?
The formula of Length of Column given Crippling Load if Both Ends of Column are Fixed is expressed as Column Length = sqrt((pi^2*Modulus of Elasticity of Column*Moment of Inertia Column)/(Column Crippling Load)). Here is an example- 1.4E+6 = sqrt((pi^2*10560000*5.6E-05)/(3000)).
How to calculate Length of Column given Crippling Load if Both Ends of Column are Fixed?
With Modulus of Elasticity of Column (E), Moment of Inertia Column (I) & Column Crippling Load (P) we can find Length of Column given Crippling Load if Both Ends of Column are Fixed using the formula - Column Length = sqrt((pi^2*Modulus of Elasticity of Column*Moment of Inertia Column)/(Column Crippling Load)). This formula also uses Archimedes' constant and Square Root (sqrt) function(s).
Can the Length of Column given Crippling Load if Both Ends of Column are Fixed be negative?
No, the Length of Column given Crippling Load if Both Ends of Column are Fixed, measured in Length cannot be negative.
Which unit is used to measure Length of Column given Crippling Load if Both Ends of Column are Fixed?
Length of Column given Crippling Load if Both Ends of Column are Fixed is usually measured using the Millimeter[mm] for Length. Meter[mm], Kilometer[mm], Decimeter[mm] are the few other units in which Length of Column given Crippling Load if Both Ends of Column are Fixed can be measured.
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