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

STEP 0: Pre-Calculation Summary
Formula Used
Flange Minimum Thickness = (Width of Projection of Flange*sqrt(Yield Strength of Steel))/65
tf = (b'*sqrt(fy))/65
This formula uses 1 Functions, 3 Variables
Functions Used
sqrt - A square root function is a function that takes a non-negative number as an input and returns the square root of the given input number., sqrt(Number)
Variables Used
Flange Minimum Thickness - (Measured in Meter) - Flange Minimum Thickness is the minimum thickness of the plates used in the flange.
Width of Projection of Flange - (Measured in Meter) - Width of Projection of Flange is width projected outwarded from flange.
Yield Strength of Steel - (Measured in Pascal) - Yield strength of steel is the level of stress that corresponds to the yield point.
STEP 1: Convert Input(s) to Base Unit
Width of Projection of Flange: 1.25 Millimeter --> 0.00125 Meter (Check conversion here)
Yield Strength of Steel: 250 Megapascal --> 250000000 Pascal (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
tf = (b'*sqrt(fy))/65 --> (0.00125*sqrt(250000000))/65
Evaluating ... ...
tf = 0.304065159631575
STEP 3: Convert Result to Output's Unit
0.304065159631575 Meter -->304.065159631575 Millimeter (Check conversion here)
FINAL ANSWER
304.065159631575 304.0652 Millimeter <-- Flange Minimum Thickness
(Calculation completed in 00.004 seconds)

Credits

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National Institute of Technology Karnataka (NITK), Surathkal
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14 Load-Factor Design for Bridge Beams Calculators

Maximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of Bridges
Go Max Unbraced Length for Flexural Compact Section = ((3600-2200*(Smaller Moment/Maximum Bending Strength))*Radius of Gyration)/Yield Strength of Steel
Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Go Flange Minimum Thickness = (Width of Projection of Flange*sqrt(Yield Strength of Steel))/69.6
Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness
Go Width of Projection of Flange = (65*Flange Minimum Thickness)/(sqrt(Yield Strength of Steel))
Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Go Flange Minimum Thickness = (Width of Projection of Flange*sqrt(Yield Strength of Steel))/65
Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Go Maximum Unbraced Length = (20000*Flange Area)/(Yield Strength of Steel*Depth of Section)
Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length
Go Depth of Section = (20000*Flange Area)/(Yield Strength of Steel*Maximum Unbraced Length)
Area of Flange for Braced Non-Compact Section for LFD
Go Flange Area = (Maximum Unbraced Length*Yield Strength of Steel*Depth of Section)/20000
Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Go Web Minimum Thickness = Depth of Section*sqrt(Yield Strength of Steel)/608
Maximum Bending Strength for Symmetrical Flexural Compact Section for LFD of Bridges
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
Go Maximum Bending Strength = Yield Strength of Steel*Section Modulus
Allowable Bearing Stresses on Pins not Subject to Rotation for Bridges for LFD
Go Allowable Bearing Stresses on Pins = 0.80*Yield Strength of Steel
Allowable Bearing Stresses on Pins Subject to Rotation for Bridges for LFD
Go Allowable Bearing Stresses on Pins = 0.40*Yield Strength of Steel
Minimum Web Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Go Web Minimum Thickness = Unsupported Distance between Flanges/150
Allowable Bearing Stresses on Pins for Buildings for LFD
Go Allowable Bearing Stresses on Pins = 0.9*Yield Strength of Steel

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

Flange Minimum Thickness = (Width of Projection of Flange*sqrt(Yield Strength of Steel))/65
tf = (b'*sqrt(fy))/65

What is Flange?

A flange is a protruded ridge, lip or rim, either external or internal, that serves to increase strength 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).

What is Load Factor Design (LFD)?

Load Factor Design (LFD), the first limit-states design approach, was developed as a method for proportioning structural members for multiples of the design loads to satisfy specified structural performance requirements.

How to Calculate Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges?

Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges calculator uses Flange Minimum Thickness = (Width of Projection of Flange*sqrt(Yield Strength of Steel))/65 to calculate the Flange Minimum Thickness, The Minimum flange thickness for symmetrical flexural compact section for LFD of bridges is defined as thickness of flange in projection. Flange Minimum Thickness is denoted by tf symbol.

How to calculate Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges using this online calculator? To use this online calculator for Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges, enter Width of Projection of Flange (b') & Yield Strength of Steel (fy) and hit the calculate button. Here is how the Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges calculation can be explained with given input values -> 304065.2 = (0.00125*sqrt(250000000))/65.

FAQ

What is Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges?
The Minimum flange thickness for symmetrical flexural compact section for LFD of bridges is defined as thickness of flange in projection and is represented as tf = (b'*sqrt(fy))/65 or Flange Minimum Thickness = (Width of Projection of Flange*sqrt(Yield Strength of Steel))/65. Width of Projection of Flange is width projected outwarded from flange & Yield strength of steel is the level of stress that corresponds to the yield point.
How to calculate Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges?
The Minimum flange thickness for symmetrical flexural compact section for LFD of bridges is defined as thickness of flange in projection is calculated using Flange Minimum Thickness = (Width of Projection of Flange*sqrt(Yield Strength of Steel))/65. To calculate Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges, you need Width of Projection of Flange (b') & Yield Strength of Steel (fy). With our tool, you need to enter the respective value for Width of Projection of Flange & Yield Strength 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 Flange Minimum Thickness?
In this formula, Flange Minimum Thickness uses Width of Projection of Flange & Yield Strength of Steel. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Flange Minimum Thickness = (Width of Projection of Flange*sqrt(Yield Strength of Steel))/69.6
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