Critical Elastic Moment Formula

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Critical Elastic Moment represents the maximum moment a beam can carry in its elastic range before it becomes unstable due to lateral-torsional buckling. Check FAQs
Mcr=(CbπL)((EIyGJ)+(IyCw(πE(L)2)))
Mcr - Critical Elastic Moment?Cb - Moment Gradient Factor?L - Unbraced Length of Member?E - Elastic Modulus of Steel?Iy - Y Axis Moment of Inertia?G - Shear Modulus?J - Torsional Constant?Cw - Warping Constant?π - Archimedes' constant?

Critical Elastic Moment Example

With values
With units
Only example

Here is how the Critical Elastic Moment equation looks like with Values.

Here is how the Critical Elastic Moment equation looks like with Units.

Here is how the Critical Elastic Moment equation looks like.

6.7919Edit=(1.96Edit3.141612Edit)((200Edit5000Edit80Edit21.9Edit)+(5000Edit0.2Edit(3.1416200Edit(12Edit)2)))
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Critical Elastic Moment Solution

Follow our step by step solution on how to calculate Critical Elastic Moment?

FIRST Step Consider the formula
Mcr=(CbπL)((EIyGJ)+(IyCw(πE(L)2)))
Next Step Substitute values of Variables
Mcr=(1.96π12m)((200GPa5000mm⁴/mm80GPa21.9)+(5000mm⁴/mm0.2(π200GPa(12m)2)))
Next Step Substitute values of Constants
Mcr=(1.963.141612m)((200GPa5000mm⁴/mm80GPa21.9)+(5000mm⁴/mm0.2(3.1416200GPa(12m)2)))
Next Step Convert Units
Mcr=(1.963.14161200cm)((200GPa5E-6m⁴/m80GPa21.9)+(5E-6m⁴/m0.2(3.1416200GPa(1200cm)2)))
Next Step Prepare to Evaluate
Mcr=(1.963.14161200)((2005E-68021.9)+(5E-60.2(3.1416200(1200)2)))
Next Step Evaluate
Mcr=6.79190728759447N*m
LAST Step Rounding Answer
Mcr=6.7919N*m

Critical Elastic Moment Formula Elements

Variables
Constants
Functions
Critical Elastic Moment
Critical Elastic Moment represents the maximum moment a beam can carry in its elastic range before it becomes unstable due to lateral-torsional buckling.
Symbol: Mcr
Measurement: Moment of ForceUnit: N*m
Note: Value should be greater than 0.
Moment Gradient Factor
Moment Gradient Factor is rate at which moment is changing with length of beam.
Symbol: Cb
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Unbraced Length of Member
Unbraced Length of Member is the distance between two points along a structural member where lateral support is provided.
Symbol: L
Measurement: LengthUnit: m
Note: Value should be greater than 0.
Elastic Modulus of Steel
Elastic Modulus of Steel is a measure of the stiffness of steel. It quantifies the ability of steel to resist deformation under stress.
Symbol: E
Measurement: PressureUnit: GPa
Note: Value should be greater than 0.
Y Axis Moment of Inertia
Y Axis Moment of Inertia is a geometric property of a cross-section that measures its resistance to bending about the y-axis, also known as the second moment of area about the y-axis.
Symbol: Iy
Measurement: Moment of Inertia per Unit LengthUnit: mm⁴/mm
Note: Value should be greater than 0.
Shear Modulus
Shear Modulus is the slope of the linear elastic region of the shear stress–strain curve.
Symbol: G
Measurement: PressureUnit: GPa
Note: Value should be greater than 0.
Torsional Constant
Torsional Constant is a geometrical property of a bar's cross-section which is involved in the relationship between the angle of twist and applied torque along the axis of the bar.
Symbol: J
Measurement: NAUnit: Unitless
Note: Value can be positive or negative.
Warping Constant
Warping Constant is a measure of the resistance of a thin-walled open cross-section to warping. Warping refers to the out-of-plane deformation of the cross-section that occurs during torsion.
Symbol: Cw
Measurement: NAUnit: Unitless
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 Beams category

​Go Maximum Laterally Unbraced Length for Plastic Analysis
Lpd=ry3600+2200(M1Mp)Fyc
​Go Maximum Laterally Unbraced Length for Plastic Analysis in Solid Bars and Box Beams
Lpd=ry(5000+3000(M1Mp))Fy

How to Evaluate Critical Elastic Moment?

Critical Elastic Moment evaluator uses Critical Elastic Moment = ((Moment Gradient Factor*pi)/Unbraced Length of Member)*sqrt(((Elastic Modulus of Steel*Y Axis Moment of Inertia*Shear Modulus*Torsional Constant)+(Y Axis Moment of Inertia*Warping Constant*((pi*Elastic Modulus of Steel)/(Unbraced Length of Member)^2)))) to evaluate the Critical Elastic Moment, The Critical Elastic Moment formula is defined as the methods given in design codes for determining the slenderness of a section. The elastic critical moment (Mcr) is similar to the Euler (flexural) buckling of a strut in that it defines a buckling load. Critical Elastic Moment is denoted by Mcr symbol.

How to evaluate Critical Elastic Moment using this online evaluator? To use this online evaluator for Critical Elastic Moment, enter Moment Gradient Factor (Cb), Unbraced Length of Member (L), Elastic Modulus of Steel (E), Y Axis Moment of Inertia (Iy), Shear Modulus (G), Torsional Constant (J) & Warping Constant (Cw) and hit the calculate button.

FAQs on Critical Elastic Moment

What is the formula to find Critical Elastic Moment?
The formula of Critical Elastic Moment is expressed as Critical Elastic Moment = ((Moment Gradient Factor*pi)/Unbraced Length of Member)*sqrt(((Elastic Modulus of Steel*Y Axis Moment of Inertia*Shear Modulus*Torsional Constant)+(Y Axis Moment of Inertia*Warping Constant*((pi*Elastic Modulus of Steel)/(Unbraced Length of Member)^2)))). Here is an example- 6.791907 = ((1.96*pi)/12)*sqrt(((200000000000*5E-06*80000000000*21.9)+(5E-06*0.2*((pi*200000000000)/(12)^2)))).
How to calculate Critical Elastic Moment?
With Moment Gradient Factor (Cb), Unbraced Length of Member (L), Elastic Modulus of Steel (E), Y Axis Moment of Inertia (Iy), Shear Modulus (G), Torsional Constant (J) & Warping Constant (Cw) we can find Critical Elastic Moment using the formula - Critical Elastic Moment = ((Moment Gradient Factor*pi)/Unbraced Length of Member)*sqrt(((Elastic Modulus of Steel*Y Axis Moment of Inertia*Shear Modulus*Torsional Constant)+(Y Axis Moment of Inertia*Warping Constant*((pi*Elastic Modulus of Steel)/(Unbraced Length of Member)^2)))). This formula also uses Archimedes' constant and Square Root (sqrt) function(s).
Can the Critical Elastic Moment be negative?
No, the Critical Elastic Moment, measured in Moment of Force cannot be negative.
Which unit is used to measure Critical Elastic Moment?
Critical Elastic Moment is usually measured using the Newton Meter[N*m] for Moment of Force. Kilonewton Meter[N*m], Millinewton Meter[N*m], Micronewton Meter[N*m] are the few other units in which Critical Elastic Moment can be measured.
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