Curvature of Column Based on Column Mode of Failure Formula

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Curvature of Column based on column's mode of failure. Check FAQs
Φm=eoπ2L2
Φm - Curvature of Column?eo - Maximum Deflection at Mid Height?L - Effective Length of Column?π - Archimedes' constant?

Curvature of Column Based on Column Mode of Failure Example

With values
With units
Only example

Here is how the Curvature of Column Based on Column Mode of Failure equation looks like with Values.

Here is how the Curvature of Column Based on Column Mode of Failure equation looks like with Units.

Here is how the Curvature of Column Based on Column Mode of Failure equation looks like.

0.2402Edit=219Edit3.141623000Edit2
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Curvature of Column Based on Column Mode of Failure Solution

Follow our step by step solution on how to calculate Curvature of Column Based on Column Mode of Failure?

FIRST Step Consider the formula
Φm=eoπ2L2
Next Step Substitute values of Variables
Φm=219mmπ23000mm2
Next Step Substitute values of Constants
Φm=219mm3.141623000mm2
Next Step Convert Units
Φm=0.219m3.141623m2
Next Step Prepare to Evaluate
Φm=0.2193.1416232
Next Step Evaluate
Φm=0.240160373759841
LAST Step Rounding Answer
Φm=0.2402

Curvature of Column Based on Column Mode of Failure Formula Elements

Variables
Constants
Curvature of Column
Curvature of Column based on column's mode of failure.
Symbol: Φm
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Maximum Deflection at Mid Height
The Maximum Deflection at Mid Height of the equivalent pin-ended column is the largest value of deflected curve calculated at the mid-height of the equivalent pin-ended column.
Symbol: eo
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Effective Length of Column
The Effective Length of Column can be defined as the length of an equivalent pin-ended column having the same load-carrying capacity as the member under consideration.
Symbol: L
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
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 Equivalent Column Concept category

​Go Lateral Deflection of Equivalent Pin Ended Column at distance x
e=eosin(πxL)
​Go Maximum Deflection at Mid Height given Lateral Deflection of Pin Ended Column
eo=esin(πxL)
​Go Maximum Deflection at Mid-Height of Equivalent Pin-Ended Column
eo=Φm(L)2π2
​Go Length of Equivalent Pin Ended Column given Max Deflection at Mid Height
L=eoπ2Φm

How to Evaluate Curvature of Column Based on Column Mode of Failure?

Curvature of Column Based on Column Mode of Failure evaluator uses Curvature of Column = Maximum Deflection at Mid Height*pi^2/Effective Length of Column^2 to evaluate the Curvature of Column, The Curvature of Column Based on Column Mode of Failure formula is defined as the ratio of lateral deflection of the column to the square of the length of the equivalent pin-ended column. Curvature of Column is denoted by Φm symbol.

How to evaluate Curvature of Column Based on Column Mode of Failure using this online evaluator? To use this online evaluator for Curvature of Column Based on Column Mode of Failure, enter Maximum Deflection at Mid Height (eo) & Effective Length of Column (L) and hit the calculate button.

FAQs on Curvature of Column Based on Column Mode of Failure

What is the formula to find Curvature of Column Based on Column Mode of Failure?
The formula of Curvature of Column Based on Column Mode of Failure is expressed as Curvature of Column = Maximum Deflection at Mid Height*pi^2/Effective Length of Column^2. Here is an example- 0.24016 = 0.219*pi^2/3^2.
How to calculate Curvature of Column Based on Column Mode of Failure?
With Maximum Deflection at Mid Height (eo) & Effective Length of Column (L) we can find Curvature of Column Based on Column Mode of Failure using the formula - Curvature of Column = Maximum Deflection at Mid Height*pi^2/Effective Length of Column^2. This formula also uses Archimedes' constant .
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