Reduction Factor for Cold Form Strength Determination Solution

STEP 0: Pre-Calculation Summary
Formula Used
Reduction Factor = (1-(0.22/Plate Slenderness Factor))/Plate Slenderness Factor
ρ = (1-(0.22/λ))/λ
This formula uses 2 Variables
Variables Used
Reduction Factor - Reduction Factor is a factor used to find determine the strength of cold formed structures.
Plate Slenderness Factor - Plate Slenderness Factor is a function of the width/thickness (b/t) ratio of a slender plate cross sectional element.
STEP 1: Convert Input(s) to Base Unit
Plate Slenderness Factor: 0.326 --> No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
ρ = (1-(0.22/λ))/λ --> (1-(0.22/0.326))/0.326
Evaluating ... ...
ρ = 0.99740298844518
STEP 3: Convert Result to Output's Unit
0.99740298844518 --> No Conversion Required
FINAL ANSWER
0.99740298844518 0.997403 <-- Reduction Factor
(Calculation completed in 00.005 seconds)

Credits

Created by Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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Meerut Institute of Engineering and Technology (MIET), Meerut
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15 Cold Formed or Light Weighted Steel Structures Calculators

Plate Slenderness Factor
Go Plate Slenderness Factor = (1.052/sqrt(Local Buckling Coefficient))*Flat Width Ratio*sqrt(Maximum Compressive Edge Stress/Modulus of Elasticity for Steel Elements)
Flat Width Ratio of Stiffened Element using Elastic Local Buckling Stress
Go Flat Width Ratio = sqrt((Local Buckling Coefficient*pi^2*Modulus of Elasticity for Steel Elements)/(12*Elastic Local Buckling Stress*(1-Poission Ratio for Plates^2)))
Flat Width Ratio given Plate Slenderness Factor
Go Flat Width Ratio = Plate Slenderness Factor*sqrt((Local Buckling Coefficient*Modulus of Elasticity for Steel Elements)/Maximum Compressive Edge Stress)*(1/1.052)
Elastic Local Buckling Stress
Go Elastic Local Buckling Stress = (Local Buckling Coefficient*pi^2*Modulus of Elasticity for Steel Elements)/(12*Flat Width Ratio^2*(1-Poission Ratio for Plates^2))
Compressive Stress when Flat Width Ratio is between 10 and 25
Go Maximum Compressive Stress of Concrete = ((5*Design Stress)/3)-8640-((1/15)*(Design Stress-12950)*Flat Width Ratio)
Flat Width Ratio of Stiffened Element using Moment of Inertia
Go Flat Width Ratio = sqrt((Minimum Area Moment of Inertia/(1.83*Thickness of Steel Compression Element^4))^2+144)
Minimum Allowable Moment of Inertia
Go Minimum Area Moment of Inertia = 1.83*(Thickness of Steel Compression Element^4)*sqrt((Flat Width Ratio^2)-144)
Flat Width Ratio given Depth of Stiffener Lip
Go Flat Width Ratio = sqrt((Depth of Stiffener Lip/(2.8*Thickness of Steel Compression Element))^6+144)
Depth of Stiffener Lip
Go Depth of Stiffener Lip = 2.8*Thickness of Steel Compression Element*((Flat Width Ratio)^2-144)^(1/6)
Reduction Factor for Cold Form Strength Determination
Go Reduction Factor = (1-(0.22/Plate Slenderness Factor))/Plate Slenderness Factor
Nominal Strength using Allowable Design Strength
Go Nominal Strength = Safety Factor for Design Strength*Allowable Design Strength
Allowable Design Strength
Go Allowable Design Strength = Nominal Strength/Safety Factor for Design Strength
Flat Width Ratio for Deflection Determination
Go Flat Width Ratio = 5160/sqrt(Computed Unit Stress of Cold formed Element)
Flat Width Ratio for Safe Load Determination
Go Flat Width Ratio = 4020/sqrt(Computed Unit Stress of Cold formed Element)
Compressive Stress when Basic Design Stress restricted to 20000 psi
Go Maximum Compressive Stress of Concrete = 24700-470*Flat Width Ratio

Reduction Factor for Cold Form Strength Determination Formula

Reduction Factor = (1-(0.22/Plate Slenderness Factor))/Plate Slenderness Factor
ρ = (1-(0.22/λ))/λ

What are Multiple-Stiffened Elements?

An Element that is stiffened between webs, or between a web and a stiffened edge, by means of intermediate stiffeners that are parallel to the direction of stress. A sub-element is the portion between adjacent stiffeners or between web and intermediate stiffener or between edge and intermediate stiffener.

How to Calculate Reduction Factor for Cold Form Strength Determination?

Reduction Factor for Cold Form Strength Determination calculator uses Reduction Factor = (1-(0.22/Plate Slenderness Factor))/Plate Slenderness Factor to calculate the Reduction Factor, The Reduction Factor for Cold Form Strength Determination is defined as the reduction value which is used to give a safer strength value for the cold formed structures. Reduction Factor is denoted by ρ symbol.

How to calculate Reduction Factor for Cold Form Strength Determination using this online calculator? To use this online calculator for Reduction Factor for Cold Form Strength Determination, enter Plate Slenderness Factor (λ) and hit the calculate button. Here is how the Reduction Factor for Cold Form Strength Determination calculation can be explained with given input values -> 0.483951 = (1-(0.22/0.326))/0.326.

FAQ

What is Reduction Factor for Cold Form Strength Determination?
The Reduction Factor for Cold Form Strength Determination is defined as the reduction value which is used to give a safer strength value for the cold formed structures and is represented as ρ = (1-(0.22/λ))/λ or Reduction Factor = (1-(0.22/Plate Slenderness Factor))/Plate Slenderness Factor. Plate Slenderness Factor is a function of the width/thickness (b/t) ratio of a slender plate cross sectional element.
How to calculate Reduction Factor for Cold Form Strength Determination?
The Reduction Factor for Cold Form Strength Determination is defined as the reduction value which is used to give a safer strength value for the cold formed structures is calculated using Reduction Factor = (1-(0.22/Plate Slenderness Factor))/Plate Slenderness Factor. To calculate Reduction Factor for Cold Form Strength Determination, you need Plate Slenderness Factor (λ). With our tool, you need to enter the respective value for Plate Slenderness Factor and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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