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

Deflection for Hollow Rectangle When Load in Middle
Deflection of Beam=(Greatest Safe Load*Length of the Beam^3)/(32*(Sectional Area*(Depth of the Beam^2)-Interior Cross-Sectional Area of Beam*(Interior Depth of the Beam^2))) GO
Deflection for Hollow Rectangle When Load is Distributed
Deflection of Beam=Greatest Safe Load*(Length of the Beam^3)/(52*(Sectional Area*Depth of the Beam^-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam^2)) GO
Greatest Safe Load for Hollow Rectangle When Load is Distributed
Greatest Safe Load=1780*(Sectional Area*Depth of the Beam-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam)/Distance between Supports GO
Greatest Safe Load for Hollow Rectangle When Load in Middle
Greatest Safe Load=(890*(Sectional Area*Depth of the Beam-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam))/Length of the Beam GO
Deflection for Solid Rectangle When Load is Distributed
Deflection of Beam=(Greatest safe distributed load*Length of the Beam^3)/(52*Sectional Area*Depth of the Beam^2) GO
Deflection for Solid Rectangle When Load in Middle
Deflection of Beam=(Greatest Safe Load*Length of the Beam^3)/(32*Sectional Area*Depth of the Beam^2) 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
Greatest Safe Load for Solid Rectangle When Load is Distributed
Greatest safe distributed load=1780*Sectional Area*Depth of the Beam/Length of the Beam GO
Greatest Safe Load for Solid Cylinder When Load is Distributed
Greatest Safe Load=1333*(Sectional Area*Depth of the Beam)/Length of the Beam GO
Greatest Safe Load for Solid Cylinder When Load in Middle
Greatest Safe Load=(667*Sectional Area*Depth of the Beam)/Length of the Beam GO
Greatest Safe Load for Solid Rectangle When Load in Middle
Greatest Safe Load=890*Sectional Area*Depth of the Beam/Length of the Beam GO

1 Other formulas that calculate the same Output

Maximum Unsupported Length of Compression Flange-1
Maximum unsupported length=76.0*Width of Flange/sqrt(minimum specified yield stress of steel) GO

Maximum Unsupported Length of Compression Flange-2 Formula

Maximum unsupported length=20000/(minimum specified yield stress of steel*Depth of the Beam/Area of compression flange)
l<sub>max</sub>=20000/(F<sub>y</sub>*D/A<sub>f</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-1 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

Why is it important to evaluate maximum unsupported length?

In order to find out the allowable compressive stress. It is seen that, the allowable stress 0.66Fy should be reduced, if the unsupported length is exceeding the two limits specified, to 0.6Fy.

How to Calculate Maximum Unsupported Length of Compression Flange-2?

Maximum Unsupported Length of Compression Flange-2 calculator uses Maximum unsupported length=20000/(minimum specified yield stress of steel*Depth of the Beam/Area of compression flange) to calculate the Maximum unsupported length, The Maximum Unsupported Length of Compression Flange-2 formula is defined using the parameters beam depth, area of compression flange and minimum yield stress. . Maximum unsupported length and is denoted by lmax symbol.

How to calculate Maximum Unsupported Length of Compression Flange-2 using this online calculator? To use this online calculator for Maximum Unsupported Length of Compression Flange-2, enter minimum specified yield stress of steel (Fy), Depth of the Beam (D) and Area of compression flange (Af) and hit the calculate button. Here is how the Maximum Unsupported Length of Compression Flange-2 calculation can be explained with given input values -> 0.00145 = 20000/(68947572.9310432*0.254000000001016/0.0322580000002581).

FAQ

What is Maximum Unsupported Length of Compression Flange-2?
The Maximum Unsupported Length of Compression Flange-2 formula is defined using the parameters beam depth, area of compression flange and minimum yield stress. and is represented as lmax=20000/(Fy*D/Af) or Maximum unsupported length=20000/(minimum specified yield stress of steel*Depth of the Beam/Area of compression flange). minimum specified yield stress of steel is the maximum stress that can be applied before it begins to change shape permanently, Depth of the Beam is the overall depth of the cross section of the beam perpendicular to the axis of the beam and Area of compression flange is the product of length and depth of the compression flange of the beam. .
How to calculate Maximum Unsupported Length of Compression Flange-2?
The Maximum Unsupported Length of Compression Flange-2 formula is defined using the parameters beam depth, area of compression flange and minimum yield stress. is calculated using Maximum unsupported length=20000/(minimum specified yield stress of steel*Depth of the Beam/Area of compression flange). To calculate Maximum Unsupported Length of Compression Flange-2, you need minimum specified yield stress of steel (Fy), Depth of the Beam (D) and Area of compression flange (Af). With our tool, you need to enter the respective value for minimum specified yield stress of steel, Depth of the Beam and Area of compression flange 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 minimum specified yield stress of steel, Depth of the Beam and Area of compression flange. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Maximum unsupported length=76.0*Width of Flange/sqrt(minimum specified yield stress of steel)
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