Maximum Unsupported Length of Compression Flange-2 Solution

STEP 0: Pre-Calculation Summary
Formula Used
Maximum Unbraced Length = 20000/((Yield Stress of Steel*Beam Depth)/Area of Compression Flange)
lmax = 20000/((Fy*d)/Af)
This formula uses 4 Variables
Variables Used
Maximum Unbraced Length - (Measured in Meter) - Maximum Unbraced Length also known as the unsupported length, is the largest distance along a structural member between the brace points.
Yield Stress of Steel - (Measured in Megapascal) - 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.
Beam Depth - (Measured in Meter) - Beam Depth is the distance from the tension steel of the beam to the edge of the compression fibre.
Area of Compression Flange - (Measured in Square Meter) - Area of Compression Flange is the product of the length and depth of the compression flange of the beam.
STEP 1: Convert Input(s) to Base Unit
Yield Stress of Steel: 250 Megapascal --> 250 Megapascal No Conversion Required
Beam Depth: 350 Millimeter --> 0.35 Meter (Check conversion ​here)
Area of Compression Flange: 10500 Square Millimeter --> 0.0105 Square Meter (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
lmax = 20000/((Fy*d)/Af) --> 20000/((250*0.35)/0.0105)
Evaluating ... ...
lmax = 2.4
STEP 3: Convert Result to Output's Unit
2.4 Meter -->2400 Millimeter (Check conversion ​here)
FINAL ANSWER
2400 Millimeter <-- Maximum Unbraced Length
(Calculation completed in 00.005 seconds)

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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 Unsupported Length of Compression Flange-2 Formula

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

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 Unbraced Length = 20000/((Yield Stress of Steel*Beam Depth)/Area of Compression Flange) to calculate the Maximum Unbraced Length, The Maximum Unsupported Length of Compression Flange-2 formula is defined as the computation of the lateral unbraced length which is the distance between braces that prevent relative movement of the compression flange. Maximum Unbraced Length 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 Yield Stress of Steel (Fy), Beam Depth (d) & 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 -> 2.4E+6 = 20000/((250000000*0.35)/0.0105).

FAQ

What is Maximum Unsupported Length of Compression Flange-2?
The Maximum Unsupported Length of Compression Flange-2 formula is defined as the computation of the lateral unbraced length which is the distance between braces that prevent relative movement of the compression flange and is represented as lmax = 20000/((Fy*d)/Af) or Maximum Unbraced Length = 20000/((Yield Stress of Steel*Beam Depth)/Area of Compression Flange). 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, Beam Depth is the distance from the tension steel of the beam to the edge of the compression fibre & Area of Compression Flange is the product of the 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 as the computation of the lateral unbraced length which is the distance between braces that prevent relative movement of the compression flange is calculated using Maximum Unbraced Length = 20000/((Yield Stress of Steel*Beam Depth)/Area of Compression Flange). To calculate Maximum Unsupported Length of Compression Flange-2, you need Yield Stress of Steel (Fy), Beam Depth (d) & Area of Compression Flange (Af). With our tool, you need to enter the respective value for Yield Stress of Steel, Beam Depth & 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 Unbraced Length?
In this formula, Maximum Unbraced Length uses Yield Stress of Steel, Beam Depth & Area of Compression Flange. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Maximum Unbraced Length = (76.0*Width of Compression Flange)/sqrt(Yield Stress of Steel)
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