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
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
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
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

1 Other formulas that calculate the same Output

Distance from Extreme Compression to Centroid when Steel Ratio is Given
Distance from Extreme Compression to Centroid =(area of tension reinforcement)/(Beam Width*Steel Ratio) GO

Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given Formula

Distance from Extreme Compression to Centroid =(excess shear*Stirrup Spacing)/(allowable stress in stirrup steel*Stirrup Area)
d=(V'*s)/(f<sub>v*Av)
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
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
Excess Shear when Vertical Stirrup Leg Area is Given for Single Bar Bent at Angle α GO
Vertical Stirrup Leg Area when Single Bar is Bent at an Angle α GO

What is vertical stirrup?

Vertical stirrup is a steel bar vertically placed around the tensile reinforcement at suitable spacing along the length of the beam.

How to Calculate Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given?

Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given calculator uses Distance from Extreme Compression to Centroid =(excess shear*Stirrup Spacing)/(allowable stress in stirrup steel*Stirrup Area) to calculate the Distance from Extreme Compression to Centroid , Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given formula is the distance calculated from the extreme end of compression to the centroid of the beam. . Distance from Extreme Compression to Centroid and is denoted by d symbol.

How to calculate Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given using this online calculator? To use this online calculator for Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given, enter excess shear (V'), Stirrup Spacing (s), allowable stress in stirrup steel (fv) and Stirrup Area (Av) and hit the calculate button. Here is how the Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given calculation can be explained with given input values -> 1 = (1*0.05)/(1000000*5E-05).

FAQ

What is Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given?
Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given formula is the distance calculated from the extreme end of compression to the centroid of the beam. and is represented as d=(V'*s)/(fv*Av) or Distance from Extreme Compression to Centroid =(excess shear*Stirrup Spacing)/(allowable stress in stirrup steel*Stirrup Area). excess shear is the v' = V - Vc* bd, Stirrup Spacing is the approximate minimum spacing between two bars in a section, Allowable stress in stirrup steel is 55% of those for ultimate strength design and Stirrup Area (Av) is the total cross-sectional area of the stirrup bars used.
How to calculate Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given?
Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given formula is the distance calculated from the extreme end of compression to the centroid of the beam. is calculated using Distance from Extreme Compression to Centroid =(excess shear*Stirrup Spacing)/(allowable stress in stirrup steel*Stirrup Area). To calculate Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given, you need excess shear (V'), Stirrup Spacing (s), allowable stress in stirrup steel (fv) and Stirrup Area (Av). With our tool, you need to enter the respective value for excess shear, Stirrup Spacing, allowable stress in stirrup steel and Stirrup Area 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 Distance from Extreme Compression to Centroid ?
In this formula, Distance from Extreme Compression to Centroid uses excess shear, Stirrup Spacing, allowable stress in stirrup steel and Stirrup Area. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Distance from Extreme Compression to Centroid =(area of tension reinforcement)/(Beam Width*Steel Ratio)
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