Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
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10 Other formulas that you can solve using the same Inputs

Allowable Compression Stress when Slenderness Ratio is less than Cc
allowable compression stress=(1-((Slenderness Ratio^2)/(2*Value of Cc^2)))/((5/3)+(3*Slenderness Ratio/(8*Value of Cc))-((Slenderness Ratio^3)/(8*(Value of Cc^3))))*minimum specified yield stress of steel GO
Maximum Laterally Unbraced Length for Plastic Analysis in Solid Bars and Box Beams
Laterally unbraced length for plastic analysis=(Radius of gyration about minor axis*(5000+3000*(Smaller moments of unbraced beam/Plastic Moment)))/minimum specified yield stress of steel GO
Simplifying Term for Allowable Stress Equations
Simplifying term for Fb=((Unbraced Length of the member/Radius of gyration )^2*minimum specified yield stress of steel)/(510000*Moment Gradient Factor) GO
Maximum Unsupported Length of Compression Flange-2
Maximum unsupported length=20000/(minimum specified yield stress of steel*Depth of the Beam/Area of compression flange) GO
Slenderness Ratio that Demarcates Between Inelastic from Elastic Buckling
Slenderness Ratio=sqrt(2*(pi^2)*elastic modulus of steel*minimum specified yield stress of steel) GO
Maximum Unsupported Length of Compression Flange-1
Maximum unsupported length=76.0*Width of Flange/sqrt(minimum specified yield stress of steel) GO
Allowable Stress when Simplifying Term is Between 0.2 and 1
Maximum fiber stress=((2-Simplifying term for Fb)*minimum specified yield stress of steel)/3 GO
Allowable Stress when Simplifying Term is Greater than 1
Maximum fiber stress=minimum specified yield stress of steel/(3*Simplifying term for Fb) GO
Allowable Bearing Stress for Milled Surface Including Bearing Stiffeners
Allowable bearing stress=0.9*minimum specified yield stress of steel GO
Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders
Maximum fiber stress=0.60*minimum specified yield stress of steel GO

4 Other formulas that calculate the same Output

Allowable Stress when Area of Compression Flange is Solid and Not Less than Tension Flange
Maximum fiber stress=12000*Moment Gradient Factor/((Unbraced Length of the member*Depth of the Beam)/Area of compression flange) GO
Allowable Stress when Simplifying Term is Between 0.2 and 1
Maximum fiber stress=((2-Simplifying term for Fb)*minimum specified yield stress of steel)/3 GO
Allowable Stress when Simplifying Term is Greater than 1
Maximum fiber stress=minimum specified yield stress of steel/(3*Simplifying term for Fb) GO
Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders
Maximum fiber stress=0.60*minimum specified yield stress of steel GO

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

Maximum fiber stress=0.66*minimum specified yield stress of steel
F<sub>b</sub>=0.66*F<sub>y</sub>
More formulas
Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders GO
Maximum Unsupported Length of Compression Flange-1 GO
Maximum Unsupported Length of Compression Flange-2 GO
Modifier for Moment Gradient GO
Allowable Stress when Area of Compression Flange is Solid and Not Less than Tension Flange GO
Simplifying Term for Allowable Stress Equations GO
Allowable Stress when Simplifying Term is Between 0.2 and 1 GO
Allowable Stress when Simplifying Term is Greater than 1 GO

What is maximum fiber stress?

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*minimum specified 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. . Maximum fiber stress and is denoted by Fb 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 minimum specified yield stress of steel (Fy) 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 -> 6.6 = 0.66*68947572.9310432.

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. and is represented as Fb=0.66*Fy or Maximum fiber stress=0.66*minimum specified yield stress of steel. minimum specified yield stress of steel is the maximum stress that can be applied before it begins to change shape permanently.
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. is calculated using Maximum fiber stress=0.66*minimum specified yield stress of steel. To calculate Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders, you need minimum specified yield stress of steel (Fy). With our tool, you need to enter the respective value for minimum specified 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 minimum specified yield stress of steel. We can use 4 other way(s) to calculate the same, which is/are as follows -
  • Maximum fiber stress=0.60*minimum specified yield stress of steel
  • Maximum fiber stress=12000*Moment Gradient Factor/((Unbraced Length of the member*Depth of the Beam)/Area of compression flange)
  • Maximum fiber stress=((2-Simplifying term for Fb)*minimum specified yield stress of steel)/3
  • Maximum fiber stress=minimum specified yield stress of steel/(3*Simplifying term for Fb)
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