Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
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11 Other formulas that you can solve using the same Inputs

Allowable Compression Stress when Slenderness Ratio is less than Cc
allowable compression stress=(1-((Slenderness Ratio^2)/(2*Value of Cc^2)))/((5/3)+(3*Slenderness Ratio/(8*Value of Cc))-((Slenderness Ratio^3)/(8*(Value of Cc^3))))*minimum specified yield stress of steel Go
Maximum Laterally Unbraced Length for Plastic Analysis in Solid Bars and Box Beams
Laterally unbraced length for plastic analysis=(Radius of gyration about minor axis*(5000+3000*(Smaller moments of unbraced beam/Plastic Moment)))/minimum specified yield stress of steel Go
Simplifying Term for Allowable Stress Equations
Simplifying term for Fb=((Unbraced Length of the member/Radius of gyration )^2*minimum specified yield stress of steel)/(510000*Moment Gradient Factor) Go
Maximum Unsupported Length of Compression Flange-2
Maximum unsupported length=20000/(minimum specified yield stress of steel*Depth of the Beam/Area of compression flange) Go
Maximum Unsupported Length of Compression Flange-1
Maximum unsupported length=76.0*Width of Flange/sqrt(minimum specified yield stress of steel) Go
Allowable Compression Stress when Slenderness Ratio is Greater than Cc
allowable compression stress=(12*(pi^2)*elastic modulus of steel)/(23*(Slenderness Ratio^2)) Go
Allowable Stress when Simplifying Term is Between 0.2 and 1
Maximum fiber stress=((2-Simplifying term for Fb)*minimum specified yield stress of steel)/3 Go
Allowable Stress when Simplifying Term is Greater than 1
Maximum fiber stress=minimum specified yield stress of steel/(3*Simplifying term for Fb) Go
Allowable Bearing Stress for Milled Surface Including Bearing Stiffeners
Allowable bearing stress=0.9*minimum specified yield stress of steel Go
Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders
Maximum fiber stress=0.60*minimum specified yield stress of steel Go
Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders
Maximum fiber stress=0.66*minimum specified yield stress of steel Go

6 Other formulas that calculate the same Output

Slenderness Ratio of when Critical Buckling Load for Pin Ended Columns is Given
Slenderness Ratio=sqrt(((pi^2)*Modulus of Elasticity of Column*Column Cross-Sectional Area)/(Critical Buckling Load)) Go
Transition from Long to Short Column Range
Slenderness Ratio=pi*(sqrt(End Fixity Coefficient*Aluminum Alloy Constant k*Young's Modulus/Yield stress)) Go
Critical Slenderness Ratio for Aluminium Columns
Slenderness Ratio=sqrt(51000000/(Allowable Load/Cross sectional area)) Go
Critical Slenderness Ratio for Cast Iron Columns
Slenderness Ratio=(12000-(Allowable Load/Cross sectional area))/60 Go
Slenderness Ratio
Slenderness Ratio=Effective Length/Least Radius of Gyration Go
Slenderness ratio with cone radius for hypersonic vehicle
Slenderness Ratio=Radius of cone/Height of Cone Go

Slenderness Ratio that Demarcates Between Inelastic from Elastic Buckling Formula

Slenderness Ratio=sqrt(2*(pi^2)*elastic modulus of steel*minimum specified yield stress of steel)
λ =sqrt(2*(pi^2)*E*F<sub>y</sub>)
More formulas
LRFD Strength for a Compression Member Go
LRFD Design Strength of Member Go
Allowable Compression Stress when Slenderness Ratio is less than Cc Go
Allowable Compression Stress when Slenderness Ratio is Greater than Cc Go

What is slenderness ratio of column?

slenderness is a measure of the propensity of a column to buckle. It is defined as where is the effective length of the column and is the least radius of gyration, the latter defined by where is the area of the cross-section of the column and is the second moment of area of the cross-section.

How to Calculate Slenderness Ratio that Demarcates Between Inelastic from Elastic Buckling?

Slenderness Ratio that Demarcates Between Inelastic from Elastic Buckling calculator uses Slenderness Ratio=sqrt(2*(pi^2)*elastic modulus of steel*minimum specified yield stress of steel) to calculate the Slenderness Ratio, The Slenderness Ratio that Demarcates Between Inelastic from Elastic Buckling formula calculates the measure of slenderness. slenderness is a measure of the propensity of a column to buckle. . Slenderness Ratio and is denoted by λ symbol.

How to calculate Slenderness Ratio that Demarcates Between Inelastic from Elastic Buckling using this online calculator? To use this online calculator for Slenderness Ratio that Demarcates Between Inelastic from Elastic Buckling, enter elastic modulus of steel (E) and minimum specified yield stress of steel (Fy) and hit the calculate button. Here is how the Slenderness Ratio that Demarcates Between Inelastic from Elastic Buckling calculation can be explained with given input values -> 6.282E+6 = sqrt(2*(pi^2)*29000*68947572.9310432).

FAQ

What is Slenderness Ratio that Demarcates Between Inelastic from Elastic Buckling?
The Slenderness Ratio that Demarcates Between Inelastic from Elastic Buckling formula calculates the measure of slenderness. slenderness is a measure of the propensity of a column to buckle. and is represented as λ =sqrt(2*(pi^2)*E*Fy) or Slenderness Ratio=sqrt(2*(pi^2)*elastic modulus of steel*minimum specified yield stress of steel). elastic modulus of steel also known as modulus of elasticity of steel is 200 GPa (29,000,000 psi) and minimum specified yield stress of steel is the maximum stress that can be applied before it begins to change shape permanently.
How to calculate Slenderness Ratio that Demarcates Between Inelastic from Elastic Buckling?
The Slenderness Ratio that Demarcates Between Inelastic from Elastic Buckling formula calculates the measure of slenderness. slenderness is a measure of the propensity of a column to buckle. is calculated using Slenderness Ratio=sqrt(2*(pi^2)*elastic modulus of steel*minimum specified yield stress of steel). To calculate Slenderness Ratio that Demarcates Between Inelastic from Elastic Buckling, you need elastic modulus of steel (E) and minimum specified yield stress of steel (Fy). With our tool, you need to enter the respective value for elastic modulus of steel and minimum specified yield stress of steel and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Slenderness Ratio?
In this formula, Slenderness Ratio uses elastic modulus of steel and minimum specified yield stress of steel. We can use 6 other way(s) to calculate the same, which is/are as follows -
  • Slenderness Ratio=Effective Length/Least Radius of Gyration
  • Slenderness Ratio=(12000-(Allowable Load/Cross sectional area))/60
  • Slenderness Ratio=sqrt(51000000/(Allowable Load/Cross sectional area))
  • Slenderness Ratio=sqrt(((pi^2)*Modulus of Elasticity of Column*Column Cross-Sectional Area)/(Critical Buckling Load))
  • Slenderness Ratio=pi*(sqrt(End Fixity Coefficient*Aluminum Alloy Constant k*Young's Modulus/Yield stress))
  • Slenderness Ratio=Radius of cone/Height of Cone
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