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

STEP 0: Pre-Calculation Summary
Formula Used
Maximum Fiber Stress = 0.60*Yield Stress of Steel
Fb = 0.60*Fy
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
Fb = 0.60*Fy --> 0.60*250000000
Evaluating ... ...
Fb = 150000000
STEP 3: Convert Result to Output's Unit
150000000 Pascal -->150 Megapascal (Check conversion here)
FINAL ANSWER
150 Megapascal <-- Maximum Fiber Stress
(Calculation completed in 00.004 seconds)

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
Ishita Goyal has verified this Calculator and 2600+ more calculators!

9 Allowable-Stress Design for Building Beams Calculators

Modifier for Moment Gradient
Go Moment Gradient Factor = 1.75+(1.05*(Smaller Beam End Moment/Larger Beam End Moment))+(0.3*(Smaller Beam End Moment/Larger Beam End Moment)^2)
Simplifying Term for Allowable Stress Equations
Go Simplifying Term for Fb = ((Maximum Unbraced Length/Radius of Gyration)^2*Yield Stress of Steel)/(510000*Moment Gradient Factor)
Allowable Stress for Solid Compression Flange having Area not Less than Tension Flange
Go Maximum Fiber Stress = (12000*Moment Gradient Factor)/((Maximum Unbraced Length*Beam Depth)/Area of Compression Flange)
Maximum Unsupported Length of Compression Flange-2
Go Maximum Unbraced Length = 20000/((Yield Stress of Steel*Beam Depth)/Area of Compression Flange)
Maximum Unsupported Length of Compression Flange-1
Go Maximum Unbraced Length = (76.0*Width of Compression Flange)/sqrt(Yield Stress of Steel)
Allowable Stress given Simplifying Term between 0.2 and 1
Go Maximum Fiber Stress = ((2-Simplifying Term for Fb)*Yield Stress of Steel)/3
Allowable Stress when Simplifying Term Greater than 1
Go Maximum Fiber Stress = Yield Stress of Steel/(3*Simplifying Term for Fb)
Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders
Go Maximum Fiber Stress = 0.60*Yield Stress of Steel
Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders
Go Maximum Fiber Stress = 0.66*Yield Stress of Steel

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

Maximum Fiber Stress = 0.60*Yield Stress of Steel
Fb = 0.60*Fy

What is Maximum Fiber Stress?

The Maximum Tensile or Compressive Stress in a homogeneous flexure or torsion test specimen. In the above case, it is applied to laterally supported, unsymmetrical members, except channels, and to noncompact box sections.

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

Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders calculator uses Maximum Fiber Stress = 0.60*Yield Stress of Steel to calculate the Maximum Fiber Stress, The Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders formula is defined as the maximum stress value on the fiber for laterally supported noncompact beams and girders. Maximum Fiber Stress is denoted by Fb symbol.

How to calculate Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders using this online calculator? To use this online calculator for Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders, enter Yield Stress of Steel (Fy) and hit the calculate button. Here is how the Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders calculation can be explained with given input values -> 0.00015 = 0.60*250000000.

FAQ

What is Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders?
The Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders formula is defined as the maximum stress value on the fiber for laterally supported noncompact beams and girders and is represented as Fb = 0.60*Fy or Maximum Fiber Stress = 0.60*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 Noncompact Beams and Girders?
The Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders formula is defined as the maximum stress value on the fiber for laterally supported noncompact beams and girders is calculated using Maximum Fiber Stress = 0.60*Yield Stress of Steel. To calculate Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders, you need Yield Stress of Steel (Fy). 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 4 other way(s) to calculate the same, which is/are as follows -
  • Maximum Fiber Stress = 0.66*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
  • Maximum Fiber Stress = Yield Stress of Steel/(3*Simplifying Term for Fb)
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!