Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160 Solution

STEP 0: Pre-Calculation Summary
Formula Used
Specified minimum yield stress for column = Allowable compression stress*(1+(0.20*((Effective Interest Rate/Least Radius of Gyration Column)*(sqrt(Factor of Safety*Column Compressive load/(4*Modulus of Elasticity Column))))))*Factor of Safety
Fyw = Fa*(1+(0.20*((EAR/rleast)*(sqrt(fs*Pcompressive/(4*εcolumn))))))*fs
This formula uses 1 Functions, 7 Variables
Functions Used
sqrt - A square root function is a function that takes a non-negative number as an input and returns the square root of the given input number., sqrt(Number)
Variables Used
Specified minimum yield stress for column - (Measured in Pascal) - Specified minimum yield stress for column represents the minimum tensile stress or yield stress required by the flexural member, say, web.
Allowable compression stress - (Measured in Pascal) - Allowable compression stress is the maximum stress (tensile, compressive or bending) that is allowed to be applied on a structural material.
Effective Interest Rate - The effective interest rate is the true rate of interest earned.
Least Radius of Gyration Column - (Measured in Meter) - Least Radius of Gyration Column is the smallest value of the radius of gyration is used for structural calculations.
Factor of Safety - Factor of Safety expresses how much stronger a system is than it needs to be for an intended load.
Column Compressive load - (Measured in Newton) - Column Compressive load is the load applied to a column that is compressive in nature.
Modulus of Elasticity Column - (Measured in Pascal) - Modulus of Elasticity Column is a quantity that measures an object or substance's resistance to being deformed elastically when stress is applied to it.
STEP 1: Convert Input(s) to Base Unit
Allowable compression stress: 10 Megapascal --> 10000000 Pascal (Check conversion ​here)
Effective Interest Rate: 6 --> No Conversion Required
Least Radius of Gyration Column: 47.02 Millimeter --> 0.04702 Meter (Check conversion ​here)
Factor of Safety: 2.8 --> No Conversion Required
Column Compressive load: 0.4 Kilonewton --> 400 Newton (Check conversion ​here)
Modulus of Elasticity Column: 10.56 Megapascal --> 10560000 Pascal (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Fyw = Fa*(1+(0.20*((EAR/rleast)*(sqrt(fs*Pcompressive/(4*εcolumn))))))*fs --> 10000000*(1+(0.20*((6/0.04702)*(sqrt(2.8*400/(4*10560000))))))*2.8
Evaluating ... ...
Fyw = 31679626.2565489
STEP 3: Convert Result to Output's Unit
31679626.2565489 Pascal -->31.6796262565489 Megapascal (Check conversion ​here)
FINAL ANSWER
31.6796262565489 31.67963 Megapascal <-- Specified minimum yield stress for column
(Calculation completed in 00.020 seconds)

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Formula By I.S. Code For Mild Steel Calculators

Effective Column Length given Allowable Axial Compression Stress
​ LaTeX ​ Go Effective Column Length = (((Specified minimum yield stress for column/(Factor of Safety*Allowable compression stress))-1)/(0.20*((sqrt(Factor of Safety*Column Compressive load/(4*Modulus of Elasticity Column))))))*Least Radius of Gyration Column
Allowable Axial Compression Stress for Slenderness Ratio 0 to 160
​ LaTeX ​ Go Allowable compression stress = (Specified minimum yield stress for column/Factor of Safety)/(1+(0.20*((Effective Interest Rate/Least Radius of Gyration Column)*(sqrt(Factor of Safety*Column Compressive load/(4*Modulus of Elasticity Column))))))
Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160
​ LaTeX ​ Go Specified minimum yield stress for column = Allowable compression stress*(1+(0.20*((Effective Interest Rate/Least Radius of Gyration Column)*(sqrt(Factor of Safety*Column Compressive load/(4*Modulus of Elasticity Column))))))*Factor of Safety
Allowable Axial Compression Stress for Slenderness Ratio greater than 160
​ LaTeX ​ Go Allowable compression stress = Value obtained from Secant Formula*(1.2-(Effective Column Length/(800*Least Radius of Gyration Column)))

Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160 Formula

​LaTeX ​Go
Specified minimum yield stress for column = Allowable compression stress*(1+(0.20*((Effective Interest Rate/Least Radius of Gyration Column)*(sqrt(Factor of Safety*Column Compressive load/(4*Modulus of Elasticity Column))))))*Factor of Safety
Fyw = Fa*(1+(0.20*((EAR/rleast)*(sqrt(fs*Pcompressive/(4*εcolumn))))))*fs

Which is example of eccentric loading?

Examples of eccentric loading activities include performing a calf raise off the ledge of a stair, an exercise that has been shown to decrease the risk of Achilles tendon injuries. Another example is the nordic curl exercise, which has been shown to help reduce the risk of hamstring strains.

How to Calculate Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160?

Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160 calculator uses Specified minimum yield stress for column = Allowable compression stress*(1+(0.20*((Effective Interest Rate/Least Radius of Gyration Column)*(sqrt(Factor of Safety*Column Compressive load/(4*Modulus of Elasticity Column))))))*Factor of Safety to calculate the Specified minimum yield stress for column, Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160 formula is defined as the maximum stress that a mild steel column can withstand without buckling, considering the slenderness ratio and compressive forces, ensuring structural integrity and safety in building design. Specified minimum yield stress for column is denoted by Fyw symbol.

How to calculate Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160 using this online calculator? To use this online calculator for Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160, enter Allowable compression stress (Fa), Effective Interest Rate (EAR), Least Radius of Gyration Column (rleast), Factor of Safety (fs), Column Compressive load (Pcompressive) & Modulus of Elasticity Column column) and hit the calculate button. Here is how the Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160 calculation can be explained with given input values -> 3.2E-5 = 10000000*(1+(0.20*((6/0.04702)*(sqrt(2.8*400/(4*10560000))))))*2.8.

FAQ

What is Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160?
Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160 formula is defined as the maximum stress that a mild steel column can withstand without buckling, considering the slenderness ratio and compressive forces, ensuring structural integrity and safety in building design and is represented as Fyw = Fa*(1+(0.20*((EAR/rleast)*(sqrt(fs*Pcompressive/(4*εcolumn))))))*fs or Specified minimum yield stress for column = Allowable compression stress*(1+(0.20*((Effective Interest Rate/Least Radius of Gyration Column)*(sqrt(Factor of Safety*Column Compressive load/(4*Modulus of Elasticity Column))))))*Factor of Safety. Allowable compression stress is the maximum stress (tensile, compressive or bending) that is allowed to be applied on a structural material, The effective interest rate is the true rate of interest earned, Least Radius of Gyration Column is the smallest value of the radius of gyration is used for structural calculations, Factor of Safety expresses how much stronger a system is than it needs to be for an intended load, Column Compressive load is the load applied to a column that is compressive in nature & Modulus of Elasticity Column is a quantity that measures an object or substance's resistance to being deformed elastically when stress is applied to it.
How to calculate Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160?
Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160 formula is defined as the maximum stress that a mild steel column can withstand without buckling, considering the slenderness ratio and compressive forces, ensuring structural integrity and safety in building design is calculated using Specified minimum yield stress for column = Allowable compression stress*(1+(0.20*((Effective Interest Rate/Least Radius of Gyration Column)*(sqrt(Factor of Safety*Column Compressive load/(4*Modulus of Elasticity Column))))))*Factor of Safety. To calculate Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160, you need Allowable compression stress (Fa), Effective Interest Rate (EAR), Least Radius of Gyration Column (rleast), Factor of Safety (fs), Column Compressive load (Pcompressive) & Modulus of Elasticity Column column). With our tool, you need to enter the respective value for Allowable compression stress, Effective Interest Rate, Least Radius of Gyration Column, Factor of Safety, Column Compressive load & Modulus of Elasticity Column 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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