Euler Load given Maximum Deflection for Columns with Initial Curvature Solution

STEP 0: Pre-Calculation Summary
Formula Used
Euler Load = Crippling Load/(1-(Maximum Initial Deflection/Deflection of Column))
PE = P/(1-(C/δc))
This formula uses 4 Variables
Variables Used
Euler Load - (Measured in Newton) - Euler load is the compressive load at which a slender column will suddenly bend or buckle.
Crippling Load - (Measured in Newton) - Crippling Load is the load over which a column prefers to deform laterally rather than compressing itself.
Maximum Initial Deflection - (Measured in Meter) - Maximum Initial Deflection is the degree to which a structural element is displaced under a load.
Deflection of Column - (Measured in Meter) - Deflection of Column is the displacement or bending of a column from its original, vertical position when subjected to an external load, particularly a compressive load.
STEP 1: Convert Input(s) to Base Unit
Crippling Load: 2571.429 Newton --> 2571.429 Newton No Conversion Required
Maximum Initial Deflection: 300 Millimeter --> 0.3 Meter (Check conversion ​here)
Deflection of Column: 18.47108 Millimeter --> 0.01847108 Meter (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
PE = P/(1-(C/δc)) --> 2571.429/(1-(0.3/0.01847108))
Evaluating ... ...
PE = -168.71116037855
STEP 3: Convert Result to Output's Unit
-168.71116037855 Newton --> No Conversion Required
FINAL ANSWER
-168.71116037855 -168.71116 Newton <-- Euler Load
(Calculation completed in 00.004 seconds)

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Columns With Initial Curvature Calculators

Length of Column given Initial Deflection at Distance X from end A
​ LaTeX ​ Go Length of Column = (pi*Distance of Deflection from end A)/(asin(Initial Deflection/Maximum Initial Deflection))
Value of Distance 'X' given Initial Deflection at Distance X from end A
​ LaTeX ​ Go Distance of Deflection from end A = (asin(Initial Deflection/Maximum Initial Deflection))*Length of Column/pi
Modulus of Elasticity given Euler Load
​ LaTeX ​ Go Modulus of Elasticity of Column = (Euler Load*(Length of Column^2))/(pi^2*Moment of Inertia)
Euler Load
​ LaTeX ​ Go Euler Load = ((pi^2)*Modulus of Elasticity of Column*Moment of Inertia)/(Length of Column^2)

Euler Load given Maximum Deflection for Columns with Initial Curvature Formula

​LaTeX ​Go
Euler Load = Crippling Load/(1-(Maximum Initial Deflection/Deflection of Column))
PE = P/(1-(C/δc))

What is Euler Load?

The Euler Load (or Euler’s Critical Load) refers to the maximum axial load a slender column can bear before it buckles. It was derived by Swiss mathematician Leonhard Euler and is a key concept in structural engineering when analyzing column stability. Buckling occurs when a column under compressive load becomes unstable and deflects laterally, potentially leading to failure even if the material hasn’t reached its compressive strength limit.

How to Calculate Euler Load given Maximum Deflection for Columns with Initial Curvature?

Euler Load given Maximum Deflection for Columns with Initial Curvature calculator uses Euler Load = Crippling Load/(1-(Maximum Initial Deflection/Deflection of Column)) to calculate the Euler Load, The Euler Load given Maximum Deflection for Columns with Initial Curvature formula is defined as a measure of the critical load that a column can withstand before buckling, taking into account the initial curvature of the column, which affects its stability and load-carrying capacity. Euler Load is denoted by PE symbol.

How to calculate Euler Load given Maximum Deflection for Columns with Initial Curvature using this online calculator? To use this online calculator for Euler Load given Maximum Deflection for Columns with Initial Curvature, enter Crippling Load (P), Maximum Initial Deflection (C) & Deflection of Column c) and hit the calculate button. Here is how the Euler Load given Maximum Deflection for Columns with Initial Curvature calculation can be explained with given input values -> -107.142875 = 2571.429/(1-(0.3/0.01847108)).

FAQ

What is Euler Load given Maximum Deflection for Columns with Initial Curvature?
The Euler Load given Maximum Deflection for Columns with Initial Curvature formula is defined as a measure of the critical load that a column can withstand before buckling, taking into account the initial curvature of the column, which affects its stability and load-carrying capacity and is represented as PE = P/(1-(C/δc)) or Euler Load = Crippling Load/(1-(Maximum Initial Deflection/Deflection of Column)). Crippling Load is the load over which a column prefers to deform laterally rather than compressing itself, Maximum Initial Deflection is the degree to which a structural element is displaced under a load & Deflection of Column is the displacement or bending of a column from its original, vertical position when subjected to an external load, particularly a compressive load.
How to calculate Euler Load given Maximum Deflection for Columns with Initial Curvature?
The Euler Load given Maximum Deflection for Columns with Initial Curvature formula is defined as a measure of the critical load that a column can withstand before buckling, taking into account the initial curvature of the column, which affects its stability and load-carrying capacity is calculated using Euler Load = Crippling Load/(1-(Maximum Initial Deflection/Deflection of Column)). To calculate Euler Load given Maximum Deflection for Columns with Initial Curvature, you need Crippling Load (P), Maximum Initial Deflection (C) & Deflection of Column c). With our tool, you need to enter the respective value for Crippling Load, Maximum Initial Deflection & Deflection of Column and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Euler Load?
In this formula, Euler Load uses Crippling Load, Maximum Initial Deflection & Deflection of Column. We can use 3 other way(s) to calculate the same, which is/are as follows -
  • Euler Load = ((pi^2)*Modulus of Elasticity of Column*Moment of Inertia)/(Length of Column^2)
  • Euler Load = Crippling Load/(1-(1/Factor of Safety))
  • Euler Load = Crippling Load/(1-(Maximum Initial Deflection*sin((pi*Distance of Deflection from end A)/Length of Column)/Deflection of Column))
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