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Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given Calculator

Category Engineering ↺
Engineering Civil ↺
Civil Concrete ↺
Concrete Ultimate Strength Design of Tension Reinforced Rectangular Beams ↺
Ultimate-Strength-Design-Of-Tension-Reinforced-Rectangular-Beams Shear Reinforcement ↺
✖Area of steel required is the amount of steel required for resisting the shear or diagonal stress as stirrups. ⓘ Area of steel required [As]
+10%
-10%
✖Yield strength of reinforcement is stress at which a predetermined amount of permanent deformation occurs.ⓘ yield strength of reinforcement [fy
+10%
-10%
✖Centroidal distance of tension reinforcement is the distance measured from eternal fiber to centroid of tension reinforcement.ⓘ Centroidal distance of tension reinforcement [d]
+10%
-10%
✖Stirrup Spacing is the approximate minimum spacing between two bars in a section.ⓘ Stirrup Spacing [s]
+10%
-10%
✖Nominal shear strength by reinforcement is the strength or capacity of shear reinforcement to withstand shear or diagonal stresses.ⓘ Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given [Vs]
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Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
Chandana P Dev has created this Calculator and 100+ more calculators!
Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has verified this Calculator and 100+ more calculators!

11 Other formulas that you can solve using the same Inputs

Spacing when Area of Steel in Vertical Stirrups is Given
Stirrup Spacing=(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement*Capacity reduction factor)/((Shear force in considered section)-(2*Capacity reduction factor*sqrt(28 Day Compressive Strength of Concrete)*Width of beam web*Centroidal distance of tension reinforcement)) GO
Nominal Shear Strength of the Concrete
Nominal shear strength of concrete=(1.9*sqrt(28 Day Compressive Strength of Concrete)+((2500*Reinforcement ratio of web section)*((Shear force in considered section*Centroidal distance of tension reinforcement)/Bending moment of considered section)))*(Width of beam web*Centroidal distance of tension reinforcement) GO
Bending-Moment Capacity of Ultimate Strength when Beam Width is Given
Bending moment of considered section=0.90*(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement*(1-(0.59*((Tension reinforcement ratio*yield strength of reinforcement))/28 Day Compressive Strength of Concrete))) 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
Bending-Moment Capacity of Ultimate Strength when Area of Tension Reinforcement is Given
Bending moment of considered section=0.90*(Area of steel required*yield strength of reinforcement*(Centroidal distance of tension reinforcement-(Depth of Rectangular Stress Distribution/2))) GO
Tension Reinforcement Area when Axial Load for Tied Columns is Given
area of tension reinforcement=(Bending moment)/(0.40*yield strength of reinforcement*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment)) GO
Axial Load for Tied Columns
Bending moment=0.40*area of tension reinforcement*yield strength of reinforcement*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment) 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
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
Axial Load for Spiral Columns
Bending moment=0.12*Total area*yield strength of reinforcement*Diameter of reinforcement GO

1 Other formulas that calculate the same Output

Nominal Shear Strength Provided by Reinforcement
Nominal shear strength by reinforcement=Ultimate shear capacity -Nominal shear strength of concrete GO

Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given Formula

Nominal shear strength by reinforcement=(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement)/(Stirrup Spacing)
V<sub>s</sub>=(A<sub>s</sub>*f<sub>y</sub>*d)/(s)
More formulas
Ultimate Shear Capacity of a Beam Section GO
Nominal Shear Strength of the Concrete GO
Nominal Shear Strength Provided by Reinforcement GO
Area of Steel Required in Vertical Stirrups GO
Spacing when Area of Steel in Vertical Stirrups is Given GO
Stirrup Spacing for Practical Design GO
Stirrup Area when Stirrup Spacing for Practical Design is Given GO
Stirrup Area when Support Angle is Given GO
Nominal Reinforcement Shear Strength when Stirrup Area with Support Angle is Given GO
Shear Reinforcement Yield Strength when Stirrup Area with Support Angle is Given GO
Stirrups Area when Inclined Stirrups are Used GO
Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given GO

What are vertical stirrups?

These are the steel bars vertically placed around the tensile reinforcement at suitable spacing along the length of the beam. Depending upon the magnitude of the shear force to be resisted the vertical stirrups may be one legged, two legged, four legged and so on.

What are the types of stirrups provided?

1. Vertical stirrups. 2. Bent up bars along with stirrups : Some of the longitudinal bars in a beam can be bent up near the supports where they are not required to resist bending moment (Bending Moment is very less near the supports) 3. Inclined stirrups : Inclined stirrups are also provided generally at 45º for resisting diagonal tension

How to Calculate Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given?

Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given calculator uses Nominal shear strength by reinforcement=(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement)/(Stirrup Spacing) to calculate the Nominal shear strength by reinforcement, The Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given formula is defined with the parameters yeild strength of steel, effective depth of section, spacing of stirrups and area of tension reinforcement. . Nominal shear strength by reinforcement and is denoted by Vs symbol.

How to calculate Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given using this online calculator? To use this online calculator for Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given, enter Area of steel required (As), yield strength of reinforcement (fy, Centroidal distance of tension reinforcement (d) and Stirrup Spacing (s) and hit the calculate button. Here is how the Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given calculation can be explained with given input values -> 0.001 = (0.0001*10000000*0.05)/(0.05).

FAQ

What is Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given?
The Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given formula is defined with the parameters yeild strength of steel, effective depth of section, spacing of stirrups and area of tension reinforcement. and is represented as Vs=(As*fy or Nominal shear strength by reinforcement=(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement)/(Stirrup Spacing). Area of steel required is the amount of steel required for resisting the shear or diagonal stress as stirrups. , Yield strength of reinforcement is stress at which a predetermined amount of permanent deformation occurs, Centroidal distance of tension reinforcement is the distance measured from eternal fiber to centroid of tension reinforcement and Stirrup Spacing is the approximate minimum spacing between two bars in a section.
How to calculate Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given?
The Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given formula is defined with the parameters yeild strength of steel, effective depth of section, spacing of stirrups and area of tension reinforcement. is calculated using Nominal shear strength by reinforcement=(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement)/(Stirrup Spacing). To calculate Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given, you need Area of steel required (As), yield strength of reinforcement (fy, Centroidal distance of tension reinforcement (d) and Stirrup Spacing (s). With our tool, you need to enter the respective value for Area of steel required, yield strength of reinforcement, Centroidal distance of tension reinforcement 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 Nominal shear strength by reinforcement?
In this formula, Nominal shear strength by reinforcement uses Area of steel required, yield strength of reinforcement, Centroidal distance of tension reinforcement and Stirrup Spacing. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Nominal shear strength by reinforcement=Ultimate shear capacity -Nominal shear strength of concrete
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