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Nominal Reinforcement Shear Strength when Stirrups Area for Inclined 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 ↺
✖Stirrup Area (Av) is the total cross-sectional area of the stirrup bars used.ⓘ Stirrup Area [Av]
+10%
-10%
✖Yield strength of reinforcing steel is the stress at which a predetermined amount of permanent deformation occurs.ⓘ Yield strength of reinforcing steel [fy
+10%
-10%
✖Effective depth of beam is described as distance from the centroid of tension Steel to theoutermost face of compression fibre.ⓘ Effective depth of beam [d]
+10%
-10%
✖Angle at support at which the bars are bent up at the same distance with the longitudinal axis of the member.ⓘ Angle at Support [α]
+10%
-10%
✖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 ⓘ Angle at which the stirrup is inclined [α]
+10%
-10%
✖Stirrup Spacing is the approximate minimum spacing between two bars in a section.ⓘ Stirrup Spacing [s]
+10%
-10%
✖Nominal Strength of Shear Reinforcement is defined as the capacity of a structure or component to resist the effects of load acting on a structure.ⓘ Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given [Vs]
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Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has created this Calculator and 500+ more calculators!
Himanshi Sharma
Bhilai Institute of Technology (BIT), Raipur
Himanshi Sharma has verified this Calculator and 500+ more calculators!

11 Other formulas that you can solve using the same Inputs

Ultimate Strength for Symmetrical Reinforcement in Single Layers
Axial Load Capacity=Capacity reduction factor*((Area of Compressive Reinforcement*Yield strength of reinforcing steel/((Eccentricity/Distance from Compression to Tensile Reinforcement)-Distance from Compression to Centroid Reinforcment+0.5))+(Width of compression face*Depth of column*28 Day Compressive Strength of Concrete/((3*Depth of column*Eccentricity/(Distance from Compression to Tensile Reinforcement^2))+1.18))) GO
Ultimate Strength for Short, Circular Members when Governed by Compression
Axial Load Capacity=Capacity reduction factor*((Area of steel reinforcement*Yield strength of reinforcing steel/((3*Eccentricity/Diameter of reinforcement)+1))+(Gross area*28 Day Compressive Strength of Concrete/(9.6*Diameter at eccentricity/((0.8*Overall diameter of section+0.67*Diameter of reinforcement)^2)+1.18))) GO
Ultimate Strength for Short, Square Members when Governed by Compression
Axial Load Capacity=Capacity reduction factor*((Area of steel reinforcement*Yield strength of reinforcing steel/((3*Eccentricity/Diameter of reinforcement)+1))+(Gross area*28 Day Compressive Strength of Concrete/((12*Depth of column*Eccentricity/((Depth of column+0.67*Diameter of reinforcement)^2))+1.18))) GO
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 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
Tensile Reinforcing Bars Perimeters Sum when Bond Stress on Bar Surface is Given
Sum of perimeters=Total Shear/(Ratio j*Effective depth of beam*Bond stress on surface of bar) GO
Total Shear when Bond Stress on Bar Surface is Given
Total Shear=Bond stress on surface of bar*(Ratio j*Effective depth of beam*Sum of perimeters) GO
Bond Stress on Bar Surface
Bond stress on surface of bar=Total Shear/(Ratio j*Effective depth of beam*Sum of perimeters) GO
Longitudinal Reinforcement Area when Axial Load for Spiral Columns is Given
Total area=moment/(0.12*Yield strength of reinforcing steel*Diameter ) GO
Circle Diameter when Axial Load for Spiral Columns is Given
Diameter =moment/(0.12*Total area*Yield strength of reinforcing steel) GO

1 Other formulas that calculate the same Output

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

Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given Formula

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)
V<sub>s</sub>=(Av*f<sub>y</sub>*d)*(sin(α)+cos(α))/(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
Nominal Reinforcement Shear Strength 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

What is Nominal Shear Reinforcement provided

The shear Nominal reinforcement must be provided so as to prevent failure in shear, and to increase beam ductility and subsequently the likelihood of sudden failure will be reduced.

How to Calculate Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given?

Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given calculator uses 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) to calculate the Nominal strength of Shear Reinforcement, The Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given formula is defined the capacity of a structure or component to resist the effects of loads acting when stirrups are inclined at different distance from the support. Nominal strength of Shear Reinforcement and is denoted by Vs symbol.

How to calculate Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given using this online calculator? To use this online calculator for Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given, enter Stirrup Area (Av), Yield strength of reinforcing steel (fy, Effective depth of beam (d), Angle at Support (α), Angle at which the stirrup is inclined (α) and Stirrup Spacing (s) and hit the calculate button. Here is how the Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given calculation can be explained with given input values -> 5.358E-7 = (5E-05*98.0664999999931*4)*(sin(30)+cos(30))/(0.05).

FAQ

What is Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given?
The Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given formula is defined the capacity of a structure or component to resist the effects of loads acting when stirrups are inclined at different distance from the support and is represented as Vs=(Av*fy or 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). Stirrup Area (Av) is the total cross-sectional area of the stirrup bars used, Yield strength of reinforcing steel is the stress at which a predetermined amount of permanent deformation occurs, Effective depth of beam is described as distance from the centroid of tension Steel to theoutermost face of compression fibre, Angle at support at which the bars are bent up at the same distance with the longitudinal axis of the member, 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 and Stirrup Spacing is the approximate minimum spacing between two bars in a section.
How to calculate Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given?
The Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given formula is defined the capacity of a structure or component to resist the effects of loads acting when stirrups are inclined at different distance from the support is calculated using 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). To calculate Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given, you need Stirrup Area (Av), Yield strength of reinforcing steel (fy, Effective depth of beam (d), Angle at Support (α), Angle at which the stirrup is inclined (α) and Stirrup Spacing (s). With our tool, you need to enter the respective value for Stirrup Area, Yield strength of reinforcing steel, Effective depth of beam, Angle at Support, Angle at which the stirrup is inclined 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 strength of Shear Reinforcement?
In this formula, Nominal strength of Shear Reinforcement uses Stirrup Area, Yield strength of reinforcing steel, Effective depth of beam, Angle at Support, Angle at which the stirrup is inclined and Stirrup Spacing. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Nominal strength of Shear Reinforcement=(Stirrup Area)/(Yield strength of reinforcing steel)*sin(Angle at Support)
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