Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
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Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
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11 Other formulas that you can solve using the same Inputs

Shear Capacity for Girders with Transverse Stiffeners
Shear Capacity for Flexural Members=0.58*yield strength of steel*Depth of Cross Section*Breadth of the web*(Shear buckling coefficient C+((1-Shear buckling coefficient C)/((1.15*(1+(Clear distance between transverse stiffeners/Height of cross section)^2)^0.5)))) GO
Maximum Ultimate Moment when Neutral Axis Lies in Web
Maximum Ultimate Moment=0.9*((area tensile steel-tensile steel area for strength)*yield strength of steel*(Depth-depth of equivalent rcsd/2)+tensile steel area for strength*yield strength of steel*(Depth-Flange Thickness/2)) GO
Equivalent Rectangular Compressive Stress Distribution Depth
depth of equivalent rcsd=(area tensile steel-tensile steel area for strength)*yield strength of steel/(0.85*strength of concrete*Width of beam web) GO
Shear Capacity for Flexural Members
Shear Capacity for Flexural Members=0.58*yield strength of steel*Height of the Section*Breadth of the web*Shear buckling coefficient C GO
Maximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of Bridges
Maximum Unbraced Length=((3600-2200*(Smaller Moment/Maximum Moment))*Least Radius of Gyration)/yield strength of steel GO
Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Minimum Flange Thickness=(Width of Projection of Flange/69.6)*sqrt(yield strength of steel) GO
Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Flange Thickness=(sqrt(yield strength of steel)/65)*Width of Projection of Flange GO
Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Minimum Web Thickness=Depth of Section*sqrt(yield strength of steel)/608 GO
Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges
Maximum Bending Moment=yield strength of steel*Plastic Section Modulus GO
Maximum bending strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges
Maximum Bending Moment=yield strength of steel*Section Modulus GO
Allowable Unit Stress in Bending
Allowable Unit Tensile Stress=0.55*yield strength of steel GO

1 Other formulas that calculate the same Output

Depth of Section for Compact Section for LFD when Minimum Web Thickness is Given
Depth of Section=(608*Minimum Web Thickness)/(sqrt(yield strength of steel)) GO

Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given Formula

Depth of Section=(20000*Area of Flange)/(yield strength of steel*Maximum Unbraced Length)
D=(20000*A<sub>f</sub>)/(f<sub>y</sub>*l<sub>b</sub>)
More formulas
Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges GO
Maximum bending strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges GO
Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges GO
Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges GO
Minimum Web Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges GO
Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges GO
Maximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of Bridges GO
Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges GO
Ultimate Moment Capacity for Symmetrical Flexural Sections for LFD of Bridges GO
Steel yield strength for Compact Section for LFD when Maximum Bending Moment is Given GO
Steel yield strength for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given GO
Steel yield strength for Braced Non-Compact Section for LFD when Minimum Flange Thickness is Given GO
Steel yield strength for Compact Section for LFD when Minimum Flange Thickness is Given GO
Steel yield strength for Compact Section for LFD when Minimum Web Thickness is Given GO
Steel yield strength for Compact Section for LFD when Maximum Unbraced Length is Given GO
Steel yield strength for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given GO
Plastic Section Modulus for Compact Section for LFD when Maximum Bending Moment is Given GO
Section Modulus for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given GO
Width of Projection of Flange for Braced Non-Compact Section when Maximum Bending Moment is Given GO
Width of Projection of Flange for Compact Section for LFD when Minimum Flange Thickness is Given GO
Depth of Section for Compact Section for LFD when Minimum Web Thickness is Given GO
Unsupported length for Braced Non-Compact Section for LFD when Minimum Web Thickness is Given GO
Area of Flange for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given GO
Smaller Moment of unbraced length for Compact Section for LFD when Maximum Unbraced Length is Given GO
Ultimate Moment of unbraced length for Compact Section when Maximum Unbraced Length is Given GO
Allowable Bearing Stresses on Pins for Buildings for LFD GO
Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD GO
Allowable Bearing Stresses on Pins not subject to rotation for Bridges for LFD GO
Steel yield strength on Pins for Buildings for LFD when Allowable Bearing Stresses is Given GO
Steel yield strength on Pins subject to rotation for Bridges for LFD when Pin Stresses is Given GO
Steel yield strength on Pins not subject to rotation for Bridges for LFD when Pin Stresses is Given GO

What is Depth of Section ?

Depth of Section is defined as for the design of the longitudinal tension reinforcement, the effective depth of a section, d is defined as the distance from the extreme concrete fibre in compression to the center of gravity of the longitudinal tension reinforcement.

How to Calculate Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given?

Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given calculator uses Depth of Section=(20000*Area of Flange)/(yield strength of steel*Maximum Unbraced Length) to calculate the Depth of Section, The Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given formula is defined as clear distance between the supported ends or flanged ends. Depth of Section and is denoted by D symbol.

How to calculate Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given using this online calculator? To use this online calculator for Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given, enter Area of Flange (Af), yield strength of steel (fy) and Maximum Unbraced Length (lb) and hit the calculate button. Here is how the Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given calculation can be explained with given input values -> 0.009091 = (20000*1E-05)/(2000000*0.011).

FAQ

What is Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given?
The Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given formula is defined as clear distance between the supported ends or flanged ends and is represented as D=(20000*Af)/(fy*lb) or Depth of Section=(20000*Area of Flange)/(yield strength of steel*Maximum Unbraced Length). Area of Flange is space occupied by flange, yield strength of steel is the level of stress that corresponds to the yield point and Maximum Unbraced Length is length between supports.
How to calculate Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given?
The Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given formula is defined as clear distance between the supported ends or flanged ends is calculated using Depth of Section=(20000*Area of Flange)/(yield strength of steel*Maximum Unbraced Length). To calculate Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given, you need Area of Flange (Af), yield strength of steel (fy) and Maximum Unbraced Length (lb). With our tool, you need to enter the respective value for Area of Flange, yield strength of steel and Maximum Unbraced Length 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 Depth of Section?
In this formula, Depth of Section uses Area of Flange, yield strength of steel and Maximum Unbraced Length. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Depth of Section=(608*Minimum Web Thickness)/(sqrt(yield strength of steel))
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