Area of Flange for Braced Non-Compact Section for LFD Calculator

✖Maximum Unbraced Length is the maximum distance along the member between brace points or points at which the member is braced against deflection in the given direction.ⓘ Maximum Unbraced Length [L_b]			+10% -10%
✖Yield strength of steel is the level of stress that corresponds to the yield point.ⓘ Yield Strength of Steel [f_y]			+10% -10%
✖Depth of Section is the depth of any section whether it can be a steel beam section or a steel column section.ⓘ Depth of Section [d]			+10% -10%

✖Flange Area is space occupied by flange.ⓘ Area of Flange for Braced Non-Compact Section for LFD [A_f]

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Area of Flange for Braced Non-Compact Section for LFD Solution

STEP 0: Pre-Calculation Summary

Formula Used

Flange Area = (Maximum Unbraced Length*Yield Strength of Steel*Depth of Section)/20000
A_f = (L_b*f_y*d)/20000
This formula uses 4 Variables

Variables Used

Flange Area - (Measured in Square Millimeter) - Flange Area is space occupied by flange.
Maximum Unbraced Length - (Measured in Meter) - Maximum Unbraced Length is the maximum distance along the member between brace points or points at which the member is braced against deflection in the given direction.
Yield Strength of Steel - (Measured in Pascal) - Yield strength of steel is the level of stress that corresponds to the yield point.
Depth of Section - (Measured in Meter) - Depth of Section is the depth of any section whether it can be a steel beam section or a steel column section.

STEP 1: Convert Input(s) to Base Unit

Maximum Unbraced Length: 1000 Millimeter --> 1 Meter (Check conversion here)
Yield Strength of Steel: 250 Megapascal --> 250000000 Pascal (Check conversion here)
Depth of Section: 350 Millimeter --> 0.35 Meter (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

A_f = (L_b*f_y*d)/20000 --> (1*250000000*0.35)/20000

Evaluating ... ...

A_f = 4375

STEP 3: Convert Result to Output's Unit

0.004375 Square Meter -->4375 Square Millimeter (Check conversion here)

FINAL ANSWER

4375 Square Millimeter <-- Flange Area

(Calculation completed in 00.004 seconds)

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< Load Factor Design for Bridge Beams Calculators

Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges

LaTeX Go Flange Minimum Thickness = (Width of Projection of Flange*sqrt(Yield Strength of Steel))/69.6

Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges

LaTeX Go Flange Minimum Thickness = (Width of Projection of Flange*sqrt(Yield Strength of Steel))/65

Maximum Bending Strength for Symmetrical Flexural Compact Section for LFD of Bridges

LaTeX Go Maximum Bending Strength = Yield Strength of Steel*Plastic Section Modulus

Maximum Bending Strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges

LaTeX Go Maximum Bending Strength = Yield Strength of Steel*Section Modulus

Area of Flange for Braced Non-Compact Section for LFD Formula

LaTeX Go

Flange Area = (Maximum Unbraced Length*Yield Strength of Steel*Depth of Section)/20000
A_f = (L_b*f_y*d)/20000

What is Flange?

A flange is a protruded ridge, lip or rim, either external or internal, that serves to increase strength (as the flange of an iron beam such as an I-beam or a T-beam); for easy attachment/transfer of contact force with another object or for stabilizing and guiding the movements of a machine or its parts (as the inside flange of a rail car or tram wheel, which keep the wheels from running off the rails).

How to Calculate Area of Flange for Braced Non-Compact Section for LFD?

Area of Flange for Braced Non-Compact Section for LFD calculator uses Flange Area = (Maximum Unbraced Length*Yield Strength of Steel*Depth of Section)/20000 to calculate the Flange Area, The Area of Flange for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given formula is defined as space occupied by the flanges. Flange Area is denoted by A_f symbol.

How to calculate Area of Flange for Braced Non-Compact Section for LFD using this online calculator? To use this online calculator for Area of Flange for Braced Non-Compact Section for LFD, enter Maximum Unbraced Length (L_b), Yield Strength of Steel (f_y) & Depth of Section (d) and hit the calculate button. Here is how the Area of Flange for Braced Non-Compact Section for LFD calculation can be explained with given input values -> 4.4E+9 = (1*250000000*0.35)/20000.

FAQ

What is Area of Flange for Braced Non-Compact Section for LFD?

The Area of Flange for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given formula is defined as space occupied by the flanges and is represented as A_f = (L_b*f_y*d)/20000 or Flange Area = (Maximum Unbraced Length*Yield Strength of Steel*Depth of Section)/20000. Maximum Unbraced Length is the maximum distance along the member between brace points or points at which the member is braced against deflection in the given direction, Yield strength of steel is the level of stress that corresponds to the yield point & Depth of Section is the depth of any section whether it can be a steel beam section or a steel column section.

How to calculate Area of Flange for Braced Non-Compact Section for LFD?

The Area of Flange for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given formula is defined as space occupied by the flanges is calculated using Flange Area = (Maximum Unbraced Length*Yield Strength of Steel*Depth of Section)/20000. To calculate Area of Flange for Braced Non-Compact Section for LFD, you need Maximum Unbraced Length (L_b), Yield Strength of Steel (f_y) & Depth of Section (d). With our tool, you need to enter the respective value for Maximum Unbraced Length, Yield Strength of Steel & Depth of Section and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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