Critical Stress for Carbon Steel by AREA code Solution

STEP 0: Pre-Calculation Summary
Formula Used
Critical Stress = 15000-50*(Effective Length of Column/Radius of Gyration of Column)
Sw = 15000-50*(L/rgyration )
This formula uses 3 Variables
Variables Used
Critical Stress - (Measured in Pascal) - Critical stress is required for crack propagation in a brittle material.
Effective Length of Column - (Measured in Meter) - The Effective Length of Column can be defined as the length of an equivalent pin-ended column having the same load-carrying capacity as the member under consideration.
Radius of Gyration of Column - (Measured in Meter) - The Radius of Gyration of Column about the axis of rotation is defined as the radial distance to a point which would have a moment of inertia the same as the body's actual distribution of mass.
STEP 1: Convert Input(s) to Base Unit
Effective Length of Column: 3000 Millimeter --> 3 Meter (Check conversion ​here)
Radius of Gyration of Column: 26 Millimeter --> 0.026 Meter (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Sw = 15000-50*(L/rgyration ) --> 15000-50*(3/0.026)
Evaluating ... ...
Sw = 9230.76923076923
STEP 3: Convert Result to Output's Unit
9230.76923076923 Pascal --> No Conversion Required
FINAL ANSWER
9230.76923076923 9230.769 Pascal <-- Critical Stress
(Calculation completed in 00.004 seconds)

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Typical Short Column Formulas Calculators

Theoretical Maximum Stress for Johnson Code Steels
​ LaTeX ​ Go Theoretical Maximum Stress = Stress at any Point y*(1-(Stress at any Point y/(4*Coefficient for Column End Conditions*(pi^2)*Modulus of Elasticity))*(Effective Length of Column/Radius of Gyration of Column)^2)
Theoretical Maximum Stress for ANC Code 2017ST Aluminium
​ LaTeX ​ Go Theoretical Maximum Stress = 34500-(245/sqrt(End Fixity Coefficient))*(Effective Length of Column/Radius of Gyration of Column)
Theoretical Maximum Stress for ANC Code Alloy Steel Tubing
​ LaTeX ​ Go Theoretical Maximum Stress = 135000-(15.9/End Fixity Coefficient)*(Effective Length of Column/Radius of Gyration of Column)^2
Theoretical Maximum Stress for ANC Code Spruce
​ LaTeX ​ Go Theoretical Maximum Stress = 5000-(0.5/End Fixity Coefficient)*(Effective Length of Column/Radius of Gyration of Column)^2

Critical Stress for Carbon Steel by AREA code Formula

​LaTeX ​Go
Critical Stress = 15000-50*(Effective Length of Column/Radius of Gyration of Column)
Sw = 15000-50*(L/rgyration )

What is Carbon Steel and it's types?

Carbon Steel is steel with carbon content from about 0.05 up to 2.1 per cent by weight.
Types
1. Low-0.05 to 0.15% carbon content.
2. Medium-0.3–0.5% carbon content.
3. High-0.6 to 1.0% carbon content.
4. Ultra High-1.25–2.0% carbon content.

How to Calculate Critical Stress for Carbon Steel by AREA code?

Critical Stress for Carbon Steel by AREA code calculator uses Critical Stress = 15000-50*(Effective Length of Column/Radius of Gyration of Column) to calculate the Critical Stress, The Critical Stress for Carbon Steel by AREA code formula is as a bifurcation point and represents the point at which the shape of the column changes as the load increases. Critical Stress is denoted by Sw symbol.

How to calculate Critical Stress for Carbon Steel by AREA code using this online calculator? To use this online calculator for Critical Stress for Carbon Steel by AREA code, enter Effective Length of Column (L) & Radius of Gyration of Column (rgyration ) and hit the calculate button. Here is how the Critical Stress for Carbon Steel by AREA code calculation can be explained with given input values -> 9230.769 = 15000-50*(3/0.026).

FAQ

What is Critical Stress for Carbon Steel by AREA code?
The Critical Stress for Carbon Steel by AREA code formula is as a bifurcation point and represents the point at which the shape of the column changes as the load increases and is represented as Sw = 15000-50*(L/rgyration ) or Critical Stress = 15000-50*(Effective Length of Column/Radius of Gyration of Column). The Effective Length of Column can be defined as the length of an equivalent pin-ended column having the same load-carrying capacity as the member under consideration & The Radius of Gyration of Column about the axis of rotation is defined as the radial distance to a point which would have a moment of inertia the same as the body's actual distribution of mass.
How to calculate Critical Stress for Carbon Steel by AREA code?
The Critical Stress for Carbon Steel by AREA code formula is as a bifurcation point and represents the point at which the shape of the column changes as the load increases is calculated using Critical Stress = 15000-50*(Effective Length of Column/Radius of Gyration of Column). To calculate Critical Stress for Carbon Steel by AREA code, you need Effective Length of Column (L) & Radius of Gyration of Column (rgyration ). With our tool, you need to enter the respective value for Effective Length of Column & Radius of Gyration of Column 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 Critical Stress?
In this formula, Critical Stress uses Effective Length of Column & Radius of Gyration of Column. We can use 3 other way(s) to calculate the same, which is/are as follows -
  • Critical Stress = 17000-0.485*(Effective Length of Column/Radius of Gyration of Column)^2
  • Critical Stress = 16000-70*(Effective Length of Column/Radius of Gyration of Column)
  • Critical Stress = 19000-100*(Effective Length of Column/Radius of Gyration of Column)
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