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

STEP 0: Pre-Calculation Summary
Formula Used
Column Length = sqrt((pi^2*Modulus of Elasticity of Column*Moment of Inertia Column)/(Column Crippling Load))
l = sqrt((pi^2*E*I)/(P))
This formula uses 1 Constants, 1 Functions, 4 Variables
Constants Used
pi - Archimedes' constant Value Taken As 3.14159265358979323846264338327950288
Functions Used
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., sqrt(Number)
Variables Used
Column Length - (Measured in Meter) - Column Length is the distance between two points where a column gets its fixity of support so its movement is restrained in all directions.
Modulus of Elasticity of Column - (Measured in Pascal) - 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.
Moment of Inertia Column - (Measured in Meter⁴) - Moment of Inertia Column is the measure of the resistance of a body to angular acceleration about a given axis.
Column Crippling Load - (Measured in Newton) - Column Crippling Load is the load over which a column prefers to deform laterally rather than compressing itself.
STEP 1: Convert Input(s) to Base Unit
Modulus of Elasticity of Column: 10.56 Megapascal --> 10560000 Pascal (Check conversion ​here)
Moment of Inertia Column: 5600 Centimeter⁴ --> 5.6E-05 Meter⁴ (Check conversion ​here)
Column Crippling Load: 3 Kilonewton --> 3000 Newton (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
l = sqrt((pi^2*E*I)/(P)) --> sqrt((pi^2*10560000*5.6E-05)/(3000))
Evaluating ... ...
l = 1.39481053177223
STEP 3: Convert Result to Output's Unit
1.39481053177223 Meter -->1394.81053177223 Millimeter (Check conversion ​here)
FINAL ANSWER
1394.81053177223 1394.811 Millimeter <-- Column Length
(Calculation completed in 00.009 seconds)

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Both Ends of Column are Fixed Calculators

Deflection at Section given Moment of Section if Both Ends of Column are Fixed
​ LaTeX ​ Go Deflection at Section = (Fixed End Moment-Moment of Section)/Column Crippling Load
Crippling Load given Moment of Section if Both Ends of Column are Fixed
​ LaTeX ​ Go Column Crippling Load = (Fixed End Moment-Moment of Section)/Deflection at Section
Moment of Fixed Ends given Moment of Section if Both Ends of Column are Fixed
​ LaTeX ​ Go Fixed End Moment = Moment of Section+Column Crippling Load*Deflection at Section
Moment of Section if Both Ends of Column are Fixed
​ LaTeX ​ Go Moment of Section = Fixed End Moment-Column Crippling Load*Deflection at Section

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

​LaTeX ​Go
Column Length = sqrt((pi^2*Modulus of Elasticity of Column*Moment of Inertia Column)/(Column Crippling Load))
l = sqrt((pi^2*E*I)/(P))

What is buckling or crippling load?

In structural engineering, buckling is the sudden change in shape (deformation) of a structural component under loads, such as the bowing of a column under compression or the wrinkling of a plate under shear.

How to Calculate 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 calculator uses Column Length = sqrt((pi^2*Modulus of Elasticity of Column*Moment of Inertia Column)/(Column Crippling Load)) to calculate 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 calculate Length of Column given Crippling Load if Both Ends of Column are Fixed using this online calculator? To use this online calculator 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. Here is how the Length of Column given Crippling Load if Both Ends of Column are Fixed calculation can be explained with given input values -> 1.4E+6 = sqrt((pi^2*10560000*5.6E-05)/(3000)).

FAQ

What is 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 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 and is represented as l = sqrt((pi^2*E*I)/(P)) or Column Length = sqrt((pi^2*Modulus of Elasticity of Column*Moment of Inertia Column)/(Column Crippling Load)). 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, Moment of Inertia Column is the measure of the resistance of a body to angular acceleration about a given axis & Column Crippling Load is the load over which a column prefers to deform laterally rather than compressing itself.
How to calculate 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 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 is calculated using Column Length = sqrt((pi^2*Modulus of Elasticity of Column*Moment of Inertia Column)/(Column Crippling Load)). To calculate Length of Column given Crippling Load if Both Ends of Column are Fixed, you need Modulus of Elasticity of Column (E), Moment of Inertia Column (I) & Column Crippling Load (P). With our tool, you need to enter the respective value for Modulus of Elasticity of Column, Moment of Inertia Column & Column Crippling Load and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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