Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders Calculator

✖Yield Stress of Steel is the stress at which the material begins to deform plastically, meaning it will not return to its original shape when the applied force is removed.ⓘ Yield Stress of Steel [F_y]

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✖Maximum Fiber Stress is the maximum value of stress that is taken by the fiber.ⓘ Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders [F_b]

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Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders Solution

STEP 0: Pre-Calculation Summary

Formula Used

Maximum Fiber Stress = 0.66*Yield Stress of Steel
F_b = 0.66*F_y
This formula uses 2 Variables

Variables Used

Maximum Fiber Stress - (Measured in Pascal) - Maximum Fiber Stress is the maximum value of stress that is taken by the fiber.
Yield Stress of Steel - (Measured in Pascal) - Yield Stress of Steel is the stress at which the material begins to deform plastically, meaning it will not return to its original shape when the applied force is removed.

STEP 1: Convert Input(s) to Base Unit

Yield Stress of Steel: 250 Megapascal --> 250000000 Pascal (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

F_b = 0.66*F_y --> 0.66*250000000

Evaluating ... ...

F_b = 165000000

STEP 3: Convert Result to Output's Unit

165000000 Pascal -->165 Megapascal (Check conversion here)

FINAL ANSWER

165 Megapascal <-- Maximum Fiber Stress

(Calculation completed in 00.004 seconds)

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Credits

Created by Chandana P Dev

NSS College of Engineering (NSSCE), Palakkad

Chandana P Dev has created this Calculator and 500+ more calculators!

Verified by Ishita Goyal

Meerut Institute of Engineering and Technology (MIET), Meerut

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< Allowable Stress Design for Building Beams Calculators

Maximum Unsupported Length of Compression Flange-2

LaTeX Go Maximum Unbraced Length = 20000/((Yield Stress of Steel*Beam Depth)/Area of Compression Flange)

Maximum Unsupported Length of Compression Flange-1

LaTeX Go Maximum Unbraced Length = (76.0*Width of Compression Flange)/sqrt(Yield Stress of Steel)

Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders

LaTeX Go Maximum Fiber Stress = 0.60*Yield Stress of Steel

Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders

LaTeX Go Maximum Fiber Stress = 0.66*Yield Stress of Steel

Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders Formula

LaTeX Go

Maximum Fiber Stress = 0.66*Yield Stress of Steel
F_b = 0.66*F_y

What is Maximum Fiber Stress?

The Maximum Tensile or Compressive Stress in a homogeneous flexure or torsion test specimen. In the above case, the equation is used for compact beams and girders, except for hybrid girders and members with yield points exceeding 65 ksi.

How to Calculate Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders?

Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders calculator uses Maximum Fiber Stress = 0.66*Yield Stress of Steel to calculate the Maximum Fiber Stress, The Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders formula is defined as the maximum stress value for bending on a member laterally supported compact beam and girders. Maximum Fiber Stress is denoted by F_b symbol.

How to calculate Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders using this online calculator? To use this online calculator for Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders, enter Yield Stress of Steel (F_y) and hit the calculate button. Here is how the Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders calculation can be explained with given input values -> 0.000165 = 0.66*250000000.

FAQ

What is Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders?

The Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders formula is defined as the maximum stress value for bending on a member laterally supported compact beam and girders and is represented as F_b = 0.66*F_y or Maximum Fiber Stress = 0.66*Yield Stress of Steel. Yield Stress of Steel is the stress at which the material begins to deform plastically, meaning it will not return to its original shape when the applied force is removed.

How to calculate Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders?

The Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders formula is defined as the maximum stress value for bending on a member laterally supported compact beam and girders is calculated using Maximum Fiber Stress = 0.66*Yield Stress of Steel. To calculate Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders, you need Yield Stress of Steel (F_y). With our tool, you need to enter the respective value for 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 Maximum Fiber Stress?

In this formula, Maximum Fiber Stress uses Yield Stress of Steel. We can use 3 other way(s) to calculate the same, which is/are as follows -

Maximum Fiber Stress = 0.60*Yield Stress of Steel
Maximum Fiber Stress = (12000*Moment Gradient Factor)/((Maximum Unbraced Length*Beam Depth)/Area of Compression Flange)
Maximum Fiber Stress = ((2-Simplifying Term for Fb)*Yield Stress of Steel)/3

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