Modifier for Moment Gradient Formula

Fx Copy
LaTeX Copy
Moment Gradient Factor is rate at which moment is changing with length of beam. Check FAQs
Cb=1.75+(1.05(M1M2))+(0.3(M1M2)2)
Cb - Moment Gradient Factor?M1 - Smaller Beam End Moment?M2 - Larger Beam End Moment?

Modifier for Moment Gradient Example

With values
With units
Only example

Here is how the Modifier for Moment Gradient equation looks like with Values.

Here is how the Modifier for Moment Gradient equation looks like with Units.

Here is how the Modifier for Moment Gradient equation looks like.

1.9609Edit=1.75+(1.05(10Edit52.5Edit))+(0.3(10Edit52.5Edit)2)
You are here -
HomeIcon Home » Category Engineering » Category Civil » Category Design of Steel Structures » fx Modifier for Moment Gradient

Modifier for Moment Gradient Solution

Follow our step by step solution on how to calculate Modifier for Moment Gradient?

FIRST Step Consider the formula
Cb=1.75+(1.05(M1M2))+(0.3(M1M2)2)
Next Step Substitute values of Variables
Cb=1.75+(1.05(10kN*m52.5kN*m))+(0.3(10kN*m52.5kN*m)2)
Next Step Convert Units
Cb=1.75+(1.05(10000N*m52500N*m))+(0.3(10000N*m52500N*m)2)
Next Step Prepare to Evaluate
Cb=1.75+(1.05(1000052500))+(0.3(1000052500)2)
Next Step Evaluate
Cb=1.9608843537415
LAST Step Rounding Answer
Cb=1.9609

Modifier for Moment Gradient Formula Elements

Variables
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.
Smaller Beam End Moment
Smaller Beam End Moment is the smaller moment on the section when beam is subjected to unequal end moments.
Symbol: M1
Measurement: Moment of ForceUnit: kN*m
Note: Value should be greater than 0.
Larger Beam End Moment
Larger Beam End Moment is the bigger moment on the beam when it is subjected to unequal end moments.
Symbol: M2
Measurement: Moment of ForceUnit: kN*m
Note: Value should be greater than 0.

Other formulas in Allowable Stress Design for Building Beams category

​Go Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders
Fb=0.66Fy
​Go Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders
Fb=0.60Fy
​Go Maximum Unsupported Length of Compression Flange-1
lmax=76.0bfFy
​Go Maximum Unsupported Length of Compression Flange-2
lmax=20000FydAf

How to Evaluate Modifier for Moment Gradient?

Modifier for Moment Gradient evaluator uses Moment Gradient Factor = 1.75+(1.05*(Smaller Beam End Moment/Larger Beam End Moment))+(0.3*(Smaller Beam End Moment/Larger Beam End Moment)^2) to evaluate the Moment Gradient Factor, The Modifier for Moment Gradient formula is defined as the two parameters, smaller end moment and larger end moment if the beam is subjected to two unequal end moments. Moment Gradient Factor is denoted by Cb symbol.

How to evaluate Modifier for Moment Gradient using this online evaluator? To use this online evaluator for Modifier for Moment Gradient, enter Smaller Beam End Moment (M1) & Larger Beam End Moment (M2) and hit the calculate button.

FAQs on Modifier for Moment Gradient

What is the formula to find Modifier for Moment Gradient?
The formula of Modifier for Moment Gradient is expressed as Moment Gradient Factor = 1.75+(1.05*(Smaller Beam End Moment/Larger Beam End Moment))+(0.3*(Smaller Beam End Moment/Larger Beam End Moment)^2). Here is an example- 1.960884 = 1.75+(1.05*(10000/52500))+(0.3*(10000/52500)^2).
How to calculate Modifier for Moment Gradient?
With Smaller Beam End Moment (M1) & Larger Beam End Moment (M2) we can find Modifier for Moment Gradient using the formula - Moment Gradient Factor = 1.75+(1.05*(Smaller Beam End Moment/Larger Beam End Moment))+(0.3*(Smaller Beam End Moment/Larger Beam End Moment)^2).
Copied!