Fx Copy
LaTeX Copy
Length of Column 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=πxasin(δc(11-(PPE))C)
l - Length of Column?x - Distance of Deflection from end A?δc - Deflection of Column?P - Crippling Load?PE - Euler Load?C - Maximum Initial Deflection?π - Archimedes' constant?

Length of Column given Final Deflection at Distance X from End A of Column Example

With values
With units
Only example

Here is how the Length of Column given Final Deflection at Distance X from End A of Column equation looks like with Values.

Here is how the Length of Column given Final Deflection at Distance X from End A of Column equation looks like with Units.

Here is how the Length of Column given Final Deflection at Distance X from End A of Column equation looks like.

5000.0004Edit=3.141635Editasin(18.4711Edit(11-(2571.429Edit4000Edit))300Edit)
You are here -
HomeIcon Home » Category Physics » Category Mechanical » Category Strength of Materials » fx Length of Column given Final Deflection at Distance X from End A of Column

Length of Column given Final Deflection at Distance X from End A of Column Solution

Follow our step by step solution on how to calculate Length of Column given Final Deflection at Distance X from End A of Column?

FIRST Step Consider the formula
l=πxasin(δc(11-(PPE))C)
Next Step Substitute values of Variables
l=π35mmasin(18.4711mm(11-(2571.429N4000N))300mm)
Next Step Substitute values of Constants
l=3.141635mmasin(18.4711mm(11-(2571.429N4000N))300mm)
Next Step Convert Units
l=3.14160.035masin(0.0185m(11-(2571.429N4000N))0.3m)
Next Step Prepare to Evaluate
l=3.14160.035asin(0.0185(11-(2571.4294000))0.3)
Next Step Evaluate
l=5.00000039501317m
Next Step Convert to Output's Unit
l=5000.00039501317mm
LAST Step Rounding Answer
l=5000.0004mm

Length of Column given Final Deflection at Distance X from End A of Column Formula Elements

Variables
Constants
Functions
Length of Column
Length of Column 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.
Distance of Deflection from end A
Distance of Deflection from end A is the distance x of deflection from end A.
Symbol: x
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Deflection of Column
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.
Symbol: δc
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Crippling Load
Crippling Load is the load over which a column prefers to deform laterally rather than compressing itself.
Symbol: P
Measurement: ForceUnit: N
Note: Value can be positive or negative.
Euler Load
Euler load is the compressive load at which a slender column will suddenly bend or buckle.
Symbol: PE
Measurement: ForceUnit: N
Note: Value can be positive or negative.
Maximum Initial Deflection
Maximum Initial Deflection is the degree to which a structural element is displaced under a load.
Symbol: C
Measurement: LengthUnit: mm
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
sin
Sine is a trigonometric function that describes the ratio of the length of the opposite side of a right triangle to the length of the hypotenuse.
Syntax: sin(Angle)
asin
The inverse sine function, is a trigonometric function that takes a ratio of two sides of a right triangle and outputs the angle opposite the side with the given ratio.
Syntax: asin(Number)

Other Formulas to find Length of Column

​Go Length of Column given Initial Deflection at Distance X from end A
l=πxasin(y'C)
​Go Length of Column given Euler Load
l=(π2)εcolumnIPE

Other formulas in Columns With Initial Curvature category

​Go Value of Distance 'X' given Initial Deflection at Distance X from end A
x=(asin(y'C))lπ
​Go Euler Load
PE=(π2)εcolumnIl2
​Go Modulus of Elasticity given Euler Load
εcolumn=PE(l2)π2I
​Go Moment of Inertia given Euler Load
I=PE(l2)(π2)εcolumn

How to Evaluate Length of Column given Final Deflection at Distance X from End A of Column?

Length of Column given Final Deflection at Distance X from End A of Column evaluator uses Length of Column = (pi*Distance of Deflection from end A)/(asin(Deflection of Column/((1/(1-(Crippling Load/Euler Load)))*Maximum Initial Deflection))) to evaluate the Length of Column, The Length of Column given Final Deflection at Distance X from End A of Column formula is defined as a measure of the length of a column with initial curvature, considering the final deflection at a specific distance from the end of the column, providing valuable insights into the column's structural behavior. Length of Column is denoted by l symbol.

How to evaluate Length of Column given Final Deflection at Distance X from End A of Column using this online evaluator? To use this online evaluator for Length of Column given Final Deflection at Distance X from End A of Column, enter Distance of Deflection from end A (x), Deflection of Column c), Crippling Load (P), Euler Load (PE) & Maximum Initial Deflection (C) and hit the calculate button.

FAQs on Length of Column given Final Deflection at Distance X from End A of Column

What is the formula to find Length of Column given Final Deflection at Distance X from End A of Column?
The formula of Length of Column given Final Deflection at Distance X from End A of Column is expressed as Length of Column = (pi*Distance of Deflection from end A)/(asin(Deflection of Column/((1/(1-(Crippling Load/Euler Load)))*Maximum Initial Deflection))). Here is an example- 7.7E+6 = (pi*0.035)/(asin(0.01847108/((1/(1-(2571.429/4000)))*0.3))).
How to calculate Length of Column given Final Deflection at Distance X from End A of Column?
With Distance of Deflection from end A (x), Deflection of Column c), Crippling Load (P), Euler Load (PE) & Maximum Initial Deflection (C) we can find Length of Column given Final Deflection at Distance X from End A of Column using the formula - Length of Column = (pi*Distance of Deflection from end A)/(asin(Deflection of Column/((1/(1-(Crippling Load/Euler Load)))*Maximum Initial Deflection))). This formula also uses Archimedes' constant and , Sine (sin), Inverse Sine (asin) function(s).
What are the other ways to Calculate Length of Column?
Here are the different ways to Calculate Length of Column-
  • Length of Column=(pi*Distance of Deflection from end A)/(asin(Initial Deflection/Maximum Initial Deflection))OpenImg
  • Length of Column=sqrt(((pi^2)*Modulus of Elasticity of Column*Moment of Inertia)/(Euler Load))OpenImg
Can the Length of Column given Final Deflection at Distance X from End A of Column be negative?
No, the Length of Column given Final Deflection at Distance X from End A of Column, measured in Length cannot be negative.
Which unit is used to measure Length of Column given Final Deflection at Distance X from End A of Column?
Length of Column given Final Deflection at Distance X from End A of Column 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 Final Deflection at Distance X from End A of Column can be measured.
Copied!