Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness Solution

STEP 0: Pre-Calculation Summary
Formula Used
Width of Projection of Flange = (65*Flange Minimum Thickness)/(sqrt(Yield Strength of Steel))
b' = (65*tf)/(sqrt(fy))
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
Width of Projection of Flange - (Measured in Meter) - Width of Projection of Flange is width projected outwarded from flange.
Flange Minimum Thickness - (Measured in Meter) - Flange Minimum Thickness is the minimum thickness of the plates used in the 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
Flange Minimum Thickness: 294 Millimeter --> 0.294 Meter (Check conversion here)
Yield Strength of Steel: 250 Megapascal --> 250000000 Pascal (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
b' = (65*tf)/(sqrt(fy)) --> (65*0.294)/(sqrt(250000000))
Evaluating ... ...
b' = 0.00120862252171635
STEP 3: Convert Result to Output's Unit
0.00120862252171635 Meter -->1.20862252171635 Millimeter (Check conversion here)
FINAL ANSWER
1.20862252171635 1.208623 Millimeter <-- Width of Projection of Flange
(Calculation completed in 00.020 seconds)

Credits

Created by Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 1300+ more calculators!
Verified by Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
Suraj Kumar has verified this Calculator and 600+ more calculators!

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

Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness Formula

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

What is Width of Projection of Flange?

Width of Projection of flange is defined as the length which is not supported by any column or any member, and spans independently in the space, and is measured from one point of support is called as width of projection of flange

How to Calculate Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness?

Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness calculator uses Width of Projection of Flange = (65*Flange Minimum Thickness)/(sqrt(Yield Strength of Steel)) to calculate the Width of Projection of Flange, Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness formula is defined as width of outstanding leg of member. Width of Projection of Flange is denoted by b' symbol.

How to calculate Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness using this online calculator? To use this online calculator for Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness, enter Flange Minimum Thickness (tf) & Yield Strength of Steel (fy) and hit the calculate button. Here is how the Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness calculation can be explained with given input values -> 1208.623 = (65*0.294)/(sqrt(250000000)).

FAQ

What is Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness?
Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness formula is defined as width of outstanding leg of member and is represented as b' = (65*tf)/(sqrt(fy)) or Width of Projection of Flange = (65*Flange Minimum Thickness)/(sqrt(Yield Strength of Steel)). Flange Minimum Thickness is the minimum thickness of the plates used in the flange & Yield strength of steel is the level of stress that corresponds to the yield point.
How to calculate Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness?
Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness formula is defined as width of outstanding leg of member is calculated using Width of Projection of Flange = (65*Flange Minimum Thickness)/(sqrt(Yield Strength of Steel)). To calculate Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness, you need Flange Minimum Thickness (tf) & Yield Strength of Steel (fy). With our tool, you need to enter the respective value for Flange Minimum Thickness & 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.
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!