Hybrid Girder Factor Formula

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Hybrid Girder Factor Re accounts for the strength reduction due to web yielding and is only important in hybrid girder design. Check FAQs
Re=12+(β(3α-α3))12+2β
Re - Hybrid Girder Factor?β - Ratio of Web Area to Flange Area?α - Ratio of Yield Stress?

Hybrid Girder Factor Example

With values
With units
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Here is how the Hybrid Girder Factor equation looks like with Values.

Here is how the Hybrid Girder Factor equation looks like with Units.

Here is how the Hybrid Girder Factor equation looks like.

0.9813Edit=12+(3Edit(30.8Edit-0.8Edit3))12+23Edit
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Hybrid Girder Factor Solution

Follow our step by step solution on how to calculate Hybrid Girder Factor?

FIRST Step Consider the formula
Re=12+(β(3α-α3))12+2β
Next Step Substitute values of Variables
Re=12+(3(30.8-0.83))12+23
Next Step Prepare to Evaluate
Re=12+(3(30.8-0.83))12+23
Next Step Evaluate
Re=0.981333333333333
LAST Step Rounding Answer
Re=0.9813

Hybrid Girder Factor Formula Elements

Variables
Hybrid Girder Factor
Hybrid Girder Factor Re accounts for the strength reduction due to web yielding and is only important in hybrid girder design.
Symbol: Re
Measurement: NAUnit: Unitless
Note: Value can be positive or negative.
Ratio of Web Area to Flange Area
The Ratio of Web Area to Flange Area of the orthotropic-plate bridge is the ratio of web area to the area of tension flange or bottom flange of the orthotropic-plate bridge.
Symbol: β
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Ratio of Yield Stress
Ratio of Yield Stress is defined as the ratio of web yield stress to that of flange yield stress.
Symbol: α
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.

Other formulas in Plate Girders in Buildings category

​Go Maximum Depth to Thickness Ratio for Unstiffened Web
ht=14000Fy(Fy+16.5)
​Go Depth to Thickness Ratio of Girder with Transverse Stiffeners
ht=2000Fy
​Go Allowable Bending Stress in Compression Flange
Fb'=FbRpgRe
​Go Plate Girder Stress Reduction Factor
Rpg=(1-0.0005(AwebAf)(ht-(760Fb)))

How to Evaluate Hybrid Girder Factor?

Hybrid Girder Factor evaluator uses Hybrid Girder Factor = (12+(Ratio of Web Area to Flange Area*(3*Ratio of Yield Stress-Ratio of Yield Stress^3)))/(12+2*Ratio of Web Area to Flange Area) to evaluate the Hybrid Girder Factor, The Hybrid Girder Factor formula is defined as the strength reduction due to web yielding. Hybrid Girder Factor is denoted by Re symbol.

How to evaluate Hybrid Girder Factor using this online evaluator? To use this online evaluator for Hybrid Girder Factor, enter Ratio of Web Area to Flange Area (β) & Ratio of Yield Stress (α) and hit the calculate button.

FAQs on Hybrid Girder Factor

What is the formula to find Hybrid Girder Factor?
The formula of Hybrid Girder Factor is expressed as Hybrid Girder Factor = (12+(Ratio of Web Area to Flange Area*(3*Ratio of Yield Stress-Ratio of Yield Stress^3)))/(12+2*Ratio of Web Area to Flange Area). Here is an example- 0.981333 = (12+(3*(3*0.8-0.8^3)))/(12+2*3).
How to calculate Hybrid Girder Factor?
With Ratio of Web Area to Flange Area (β) & Ratio of Yield Stress (α) we can find Hybrid Girder Factor using the formula - Hybrid Girder Factor = (12+(Ratio of Web Area to Flange Area*(3*Ratio of Yield Stress-Ratio of Yield Stress^3)))/(12+2*Ratio of Web Area to Flange Area).
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