Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
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Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
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11 Other formulas that you can solve using the same Inputs

Excess Shear when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances
excess shear=(Stirrup Area*allowable stress in stirrup steel*Distance from Compression to Centroid Reinforcment*(sin(Angle at which the stirrup is inclined)+cos(Angle at which the stirrup is inclined)))/(Stirrup Spacing) GO
Vertical Stirrup Leg Area when Group of Bars is Bent at Different Distances
Stirrup Area=(excess shear*Stirrup Spacing)/(allowable stress in stirrup steel*Distance from Compression to Centroid Reinforcment*(cos(Angle at which the stirrup is inclined)+sin(Angle at which the stirrup is inclined))) GO
Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given
Nominal strength of Shear Reinforcement=(Stirrup Area*Yield strength of reinforcing steel*Effective depth of beam)*(sin(Angle at Support)+cos(Angle at which the stirrup is inclined))/(Stirrup Spacing) GO
Stirrups Area when Inclined Stirrups are Used
Stirrup Area=(Strength of Shear Reinforcement*Stirrup Spacing)/((sin(Angle at Support)+cos(Angle at which the stirrup is inclined))*Yield strength of reinforcing steel*Effective depth of beam) GO
Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given
Nominal shear strength by reinforcement=(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement)/(Stirrup Spacing) GO
Area of Steel Required in Vertical Stirrups
Area of steel required=(Nominal shear strength by reinforcement*Stirrup Spacing)/(yield strength of reinforcement*Centroidal distance of tension reinforcement) GO
Allowable Stress in Stirrup Steel when Area in Legs of a Vertical Stirrup is Given
allowable stress in stirrup steel=(excess shear*Stirrup Spacing)/(Stirrup Area*Distance from Compression to Centroid Reinforcment) GO
Excess Shear when Area in Legs of a Vertical Stirrup is Given
excess shear=(Stirrup Area*allowable stress in stirrup steel*Distance from Compression to Centroid Reinforcment)/(Stirrup Spacing) GO
Area Required in Legs of a Vertical Stirrup
Stirrup Area=(excess shear*Stirrup Spacing)/(allowable stress in stirrup steel*Distance from Compression to Centroid Reinforcment) GO
Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given
Distance from Extreme Compression to Centroid =(excess shear*Stirrup Spacing)/(allowable stress in stirrup steel*Stirrup Area) GO
Shear Reinforcement Area
Stirrup Area=50*(Width of beam web*Stirrup Spacing)/yield strength of reinforcement GO

1 Other formulas that calculate the same Output

Web Thickness when Minimum Moment of Inertia of a Transverse Stiffener is Given
Breadth of the web=(Area Moment Of Inertia/(Spacing of Stirrups*(2.5*Overall depth of column^2/Breadth of the web^2-2)))^(1/3) GO

Web Thickness when Moment of Inertia is Given Formula

Breadth of the web=(Area Moment Of Inertia/Height of the Section*(2.4*((Stirrup Spacing/Height of the Section)^2)-0.13))^(1/3)
bw=(I/h<sub></sub>*(2.4*((s/h<sub></sub>)^2)-0.13))^(1/3)
More formulas
Moment of Inertia GO

What is web thickness ?

The thickness of the vertical center section of a steel beam (“D”).The part of the Structural Beam that provides resistance to shear forces (breaking, tearing apart, or collapsing) is the web, while the flanges resist the bending movement of the section

How to Calculate Web Thickness when Moment of Inertia is Given?

Web Thickness when Moment of Inertia is Given calculator uses Breadth of the web=(Area Moment Of Inertia/Height of the Section*(2.4*((Stirrup Spacing/Height of the Section)^2)-0.13))^(1/3) to calculate the Breadth of the web, The Web Thickness when Moment of Inertia is Given formula is defined as the width of the section in lateral direction. Breadth of the web and is denoted by bw symbol.

How to calculate Web Thickness when Moment of Inertia is Given using this online calculator? To use this online calculator for Web Thickness when Moment of Inertia is Given, enter Area Moment Of Inertia (I), Height of the Section (h) and Stirrup Spacing (s) and hit the calculate button. Here is how the Web Thickness when Moment of Inertia is Given calculation can be explained with given input values -> -296.067187 = (1/5*(2.4*((0.05/5)^2)-0.13))^(1/3).

FAQ

What is Web Thickness when Moment of Inertia is Given?
The Web Thickness when Moment of Inertia is Given formula is defined as the width of the section in lateral direction and is represented as bw=(I/h*(2.4*((s/h)^2)-0.13))^(1/3) or Breadth of the web=(Area Moment Of Inertia/Height of the Section*(2.4*((Stirrup Spacing/Height of the Section)^2)-0.13))^(1/3). The Area Moment Of Inertia value, Height of the Section can be described as the dimension(height) of the section and Stirrup Spacing is the approximate minimum spacing between two bars in a section.
How to calculate Web Thickness when Moment of Inertia is Given?
The Web Thickness when Moment of Inertia is Given formula is defined as the width of the section in lateral direction is calculated using Breadth of the web=(Area Moment Of Inertia/Height of the Section*(2.4*((Stirrup Spacing/Height of the Section)^2)-0.13))^(1/3). To calculate Web Thickness when Moment of Inertia is Given, you need Area Moment Of Inertia (I), Height of the Section (h) and Stirrup Spacing (s). With our tool, you need to enter the respective value for Area Moment Of Inertia, Height of the Section and Stirrup Spacing 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 Breadth of the web?
In this formula, Breadth of the web uses Area Moment Of Inertia, Height of the Section and Stirrup Spacing. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Breadth of the web=(Area Moment Of Inertia/(Spacing of Stirrups*(2.5*Overall depth of column^2/Breadth of the web^2-2)))^(1/3)
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