Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
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Himanshi Sharma
Bhilai Institute of Technology (BIT), Raipur
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11 Other formulas that you can solve using the same Inputs

Stirrup Spacing for Practical Design
Spacing of Stirrups=(Stirrup Area*Capacity reduction factor*Yield strength of reinforcing steel*Effective depth of beam)/((Design Shear )-((2*Capacity reduction factor)*sqrt(28 Day Compressive Strength of Concrete)*Breadth of the web*Effective depth of beam)) GO
Stirrups Spacing when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances
Stirrup Spacing=(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)))/(excess shear) 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
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
Stirrups Spacing when Area in Legs of a Vertical Stirrup is Given
Spacing of Stirrups=(Stirrup Area*allowable stress in stirrup steel*Distance from Extreme Compression to Centroid )/excess shear 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
Nominal Reinforcement Shear Strength when Stirrup Area with Support Angle is Given
Nominal strength of Shear Reinforcement=(Stirrup Area)/(Yield strength of reinforcing steel)*sin(Angle at Support) GO
Shear Reinforcement Yield Strength when Stirrup Area with Support Angle is Given
yield strength of reinforcement=(Strength of Shear Reinforcement)/((Stirrup Area)*sin(Angle at Support)) GO

2 Other formulas that calculate the same Output

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
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

Excess Shear when Vertical Stirrup Leg Area is Given for Single Bar Bent at Angle α Formula

excess shear=Stirrup Area*allowable stress in stirrup steel*sin(Angle at which the stirrup is inclined)
V'=Av*f<sub>v*sin(α)
More formulas
Nominal Unit Shear Stress GO
Shear when Nominal Unit Shear Stress is Given GO
Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given GO
Beam Width when Nominal Unit Shear Stress is Given GO
Area Required in Legs of a Vertical Stirrup GO
Excess Shear when Area in Legs of a Vertical Stirrup is Given GO
Stirrups Spacing when Area in Legs of a Vertical Stirrup is Given GO
Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given GO
Allowable Stress in Stirrup Steel when Area in Legs of a Vertical Stirrup is Given GO
Stirrups Spacing when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances GO
Excess Shear when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances GO
Vertical Stirrup Leg Area when Group of Bars is Bent at Different Distances GO
Vertical Stirrup Leg Area when Single Bar is Bent at an Angle α GO

What is single bent bar?

Single bent bar is provided to counter the shear force at supports. They also increase the deformation capacity.

How to Calculate Excess Shear when Vertical Stirrup Leg Area is Given for Single Bar Bent at Angle α?

Excess Shear when Vertical Stirrup Leg Area is Given for Single Bar Bent at Angle α calculator uses excess shear=Stirrup Area*allowable stress in stirrup steel*sin(Angle at which the stirrup is inclined) to calculate the excess shear, Excess Shear when Vertical Stirrup Leg Area is Given for Single Bar Bent at Angle α formula is used to calculate the excess shear (V'= V - vcbd) which is resisted by stirrups and bent up bars. excess shear and is denoted by V' symbol.

How to calculate Excess Shear when Vertical Stirrup Leg Area is Given for Single Bar Bent at Angle α using this online calculator? To use this online calculator for Excess Shear when Vertical Stirrup Leg Area is Given for Single Bar Bent at Angle α, enter Stirrup Area (Av), allowable stress in stirrup steel (fv) and Angle at which the stirrup is inclined (α) and hit the calculate button. Here is how the Excess Shear when Vertical Stirrup Leg Area is Given for Single Bar Bent at Angle α calculation can be explained with given input values -> 25 = 5E-05*1000000*sin(30).

FAQ

What is Excess Shear when Vertical Stirrup Leg Area is Given for Single Bar Bent at Angle α?
Excess Shear when Vertical Stirrup Leg Area is Given for Single Bar Bent at Angle α formula is used to calculate the excess shear (V'= V - vcbd) which is resisted by stirrups and bent up bars and is represented as V'=Av*fv*sin(α) or excess shear=Stirrup Area*allowable stress in stirrup steel*sin(Angle at which the stirrup is inclined). Stirrup Area (Av) is the total cross-sectional area of the stirrup bars used, Allowable stress in stirrup steel is 55% of those for ultimate strength design and Angle at which the stirrup is inclined series constitutes bars that are bent up at different distances from the support or when the stirrup is inclined .
How to calculate Excess Shear when Vertical Stirrup Leg Area is Given for Single Bar Bent at Angle α?
Excess Shear when Vertical Stirrup Leg Area is Given for Single Bar Bent at Angle α formula is used to calculate the excess shear (V'= V - vcbd) which is resisted by stirrups and bent up bars is calculated using excess shear=Stirrup Area*allowable stress in stirrup steel*sin(Angle at which the stirrup is inclined). To calculate Excess Shear when Vertical Stirrup Leg Area is Given for Single Bar Bent at Angle α, you need Stirrup Area (Av), allowable stress in stirrup steel (fv) and Angle at which the stirrup is inclined (α). With our tool, you need to enter the respective value for Stirrup Area, allowable stress in stirrup steel and Angle at which the stirrup is inclined 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 excess shear?
In this formula, excess shear uses Stirrup Area, allowable stress in stirrup steel and Angle at which the stirrup is inclined. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • excess shear=(Stirrup Area*allowable stress in stirrup steel*Distance from Compression to Centroid Reinforcment)/(Stirrup Spacing)
  • 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)
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