Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
Chandana P Dev has created this Calculator and 100+ more calculators!
Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
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11 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
Plate Length
Length of plate=sqrt(Area required by base plate)+(0.5*((0.95*Column depth)-(0.80*Width of 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
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
Equivalent Cantilever Dimension
Equivalent Cantilever Dimension=(1/4)*sqrt(Depth of Section of Column*Width of Flange) 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
Maximum fiber stress=0.66*minimum specified yield stress of steel GO

1 Other formulas that calculate the same Output

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

Maximum Unsupported Length of Compression Flange-1 Formula

Maximum unsupported length=76.0*Width of Flange/sqrt(minimum specified yield stress of steel)
l<sub>max</sub>=76.0*b<sub>f/sqrt(F<sub>y</sub>)
More formulas
Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders GO
Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders 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 unsupported length?

The distance between the end supports of a section is known as unsupported length. It is also known as the clear distance among the member capable of providing lateral support.

How to Calculate Maximum Unsupported Length of Compression Flange-1?

Maximum Unsupported Length of Compression Flange-1 calculator uses Maximum unsupported length=76.0*Width of Flange/sqrt(minimum specified yield stress of steel) to calculate the Maximum unsupported length, The Maximum Unsupported Length of Compression Flange-1 formula is defined as the value among two in order to find the allowable stress for compact sections. . Maximum unsupported length and is denoted by lmax symbol.

How to calculate Maximum Unsupported Length of Compression Flange-1 using this online calculator? To use this online calculator for Maximum Unsupported Length of Compression Flange-1, enter Width of Flange (bf) and minimum specified yield stress of steel (Fy) and hit the calculate button. Here is how the Maximum Unsupported Length of Compression Flange-1 calculation can be explained with given input values -> 0.003603 = 76.0*0.01/sqrt(68947572.9310432).

FAQ

What is Maximum Unsupported Length of Compression Flange-1?
The Maximum Unsupported Length of Compression Flange-1 formula is defined as the value among two in order to find the allowable stress for compact sections. and is represented as lmax=76.0*bf/sqrt(Fy) or Maximum unsupported length=76.0*Width of Flange/sqrt(minimum specified yield stress of steel). Width of Flange is defined as the spacing of the beam, which is the same as the distance between the middle points of the adjacent spans of the slab and 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 Unsupported Length of Compression Flange-1?
The Maximum Unsupported Length of Compression Flange-1 formula is defined as the value among two in order to find the allowable stress for compact sections. is calculated using Maximum unsupported length=76.0*Width of Flange/sqrt(minimum specified yield stress of steel). To calculate Maximum Unsupported Length of Compression Flange-1, you need Width of Flange (bf) and minimum specified yield stress of steel (Fy). With our tool, you need to enter the respective value for Width of Flange and 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 unsupported length?
In this formula, Maximum unsupported length uses Width of Flange and minimum specified yield stress of steel. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Maximum unsupported length=20000/(minimum specified yield stress of steel*Depth of the Beam/Area of compression flange)
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