Steel Yield Strength given Buckling Stress for Q Factor Greater than 1 Calculator

✖Buckling Stress is the stress developed due to a sudden change in shape of a structural component under load, such as the bowing of a column under compression.ⓘ Buckling Stress [F_cr]			+10% -10%
✖Q Factors is geometrical constant based on the material of the member.ⓘ Q Factors [Q]			+10% -10%

✖Yield strength of steel is the level of stress that corresponds to the yield point.ⓘ Steel Yield Strength given Buckling Stress for Q Factor Greater than 1 [f_y]

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Steel Yield Strength given Buckling Stress for Q Factor Greater than 1 Solution

STEP 0: Pre-Calculation Summary

Formula Used

Yield Strength of Steel = Buckling Stress*2*Q Factors
f_y = F_cr*2*Q
This formula uses 3 Variables

Variables Used

Yield Strength of Steel - (Measured in Pascal) - Yield strength of steel is the level of stress that corresponds to the yield point.
Buckling Stress - (Measured in Pascal) - Buckling Stress is the stress developed due to a sudden change in shape of a structural component under load, such as the bowing of a column under compression.
Q Factors - Q Factors is geometrical constant based on the material of the member.

STEP 1: Convert Input(s) to Base Unit

Buckling Stress: 248 Megapascal --> 248000000 Pascal (Check conversion here)
Q Factors: 0.48 --> No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

f_y = F_cr*2*Q --> 248000000*2*0.48

Evaluating ... ...

f_y = 238080000

STEP 3: Convert Result to Output's Unit

238080000 Pascal -->238.08 Megapascal (Check conversion here)

FINAL ANSWER

238.08 Megapascal <-- Yield Strength of Steel

(Calculation completed in 00.004 seconds)

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< Load and Resistance Factor for Bridge Columns Calculators

Q Factor

LaTeX Go Factor Q = ((Effective Length Factor*Length of Member between Supports/Radius of Gyration)^2)*(Yield Strength of Steel/(2*pi*pi*Modulus of Elasticity))

Column Gross Effective Area given Maximum Strength

LaTeX Go Gross Effective Area of Column = Strength of Column/(0.85*Buckling Stress)

Buckling Stress given Maximum Strength

LaTeX Go Buckling Stress = Strength of Column/(0.85*Gross Effective Area of Column)

Maximum Strength for Compression Members

LaTeX Go Strength of Column = 0.85*Gross Effective Area of Column*Buckling Stress

Steel Yield Strength given Buckling Stress for Q Factor Greater than 1 Formula

LaTeX Go

Yield Strength of Steel = Buckling Stress*2*Q Factors
f_y = F_cr*2*Q

What is Steel Yield Strength?

The yield strength or yield stress is a material property and is the stress corresponding to the yield point at which the material begins to deform plastically. The yield strength is often used to determine the maximum allowable load in a mechanical component, since it represents the upper limit to forces that can be applied without producing permanent deformation

What is Buckling Stress?

The elastic buckling is defined as the stress is the highest value of the compressive stress in the plane of the initially flat plate, in which a nonzero out-of-plane deflection of the middle portion of the plate can exist.

How to Calculate Steel Yield Strength given Buckling Stress for Q Factor Greater than 1?

Steel Yield Strength given Buckling Stress for Q Factor Greater than 1 calculator uses Yield Strength of Steel = Buckling Stress*2*Q Factors to calculate the Yield Strength of Steel, The Steel Yield Strength given Buckling Stress for Q Factor Greater than 1 formula is defined as the stress at which the member will fail. Yield Strength of Steel is denoted by f_y symbol.

How to calculate Steel Yield Strength given Buckling Stress for Q Factor Greater than 1 using this online calculator? To use this online calculator for Steel Yield Strength given Buckling Stress for Q Factor Greater than 1, enter Buckling Stress (F_cr) & Q Factors (Q) and hit the calculate button. Here is how the Steel Yield Strength given Buckling Stress for Q Factor Greater than 1 calculation can be explained with given input values -> 0.000238 = 248000000*2*0.48.

FAQ

What is Steel Yield Strength given Buckling Stress for Q Factor Greater than 1?

The Steel Yield Strength given Buckling Stress for Q Factor Greater than 1 formula is defined as the stress at which the member will fail and is represented as f_y = F_cr*2*Q or Yield Strength of Steel = Buckling Stress*2*Q Factors. Buckling Stress is the stress developed due to a sudden change in shape of a structural component under load, such as the bowing of a column under compression & Q Factors is geometrical constant based on the material of the member.

How to calculate Steel Yield Strength given Buckling Stress for Q Factor Greater than 1?

The Steel Yield Strength given Buckling Stress for Q Factor Greater than 1 formula is defined as the stress at which the member will fail is calculated using Yield Strength of Steel = Buckling Stress*2*Q Factors. To calculate Steel Yield Strength given Buckling Stress for Q Factor Greater than 1, you need Buckling Stress (F_cr) & Q Factors (Q). With our tool, you need to enter the respective value for Buckling Stress & Q Factors 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 Yield Strength of Steel?

In this formula, Yield Strength of Steel uses Buckling Stress & Q Factors. We can use 2 other way(s) to calculate the same, which is/are as follows -

Yield Strength of Steel = (2*Factor Q*pi*pi*(Radius of Gyration^2)*Modulus of Elasticity)/((Effective Length Factor*Length of Member between Supports)^2)
Yield Strength of Steel = Buckling Stress/(1-(Factor Q/2))

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