Calculator A to Z
🔍
🔍

Stirrup Area when Support Angle 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 ↺
✖Strength of Shear reinforcements are designed to withstand shear or diagonal stresses acting on the structure.ⓘ Strength of Shear Reinforcement [Vs]
+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%
✖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%
✖Stirrup Area (Av) is the total cross-sectional area of the stirrup bars used.ⓘ Stirrup Area when Support Angle is Given [Av]
⎘ Copy
👎 Report Issue!
👍 Share Now!
You are here:
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
Stirrup Area when Stirrup Spacing for Practical Design is Given
Stirrup Area=(Spacing of Stirrups)*(Design Shear -(2*Capacity reduction factor*sqrt(28 Day Compressive Strength of Concrete)*Effective depth of beam*Breadth of the web))/(Capacity reduction factor*Yield strength of reinforcing steel*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 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
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

6 Other formulas that calculate the same Output

Stirrup Area when Stirrup Spacing for Practical Design is Given
Stirrup Area=(Spacing of Stirrups)*(Design Shear -(2*Capacity reduction factor*sqrt(28 Day Compressive Strength of Concrete)*Effective depth of beam*Breadth of the web))/(Capacity reduction factor*Yield strength of reinforcing steel*Effective depth of beam) 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
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
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
Vertical Stirrup Leg Area when Single Bar is Bent at an Angle α
Stirrup Area=excess shear/(allowable stress in stirrup steel*sin(Angle at which the stirrup is inclined)) GO
Shear Reinforcement Area
Stirrup Area=50*(Width of beam web*Stirrup Spacing)/yield strength of reinforcement GO

Stirrup Area when Support Angle is Given Formula

Stirrup Area=(Strength of Shear Reinforcement)/(Yield strength of reinforcing steel)*sin(Angle at Support)
Av=(Vs)/(f<sub>y</sub>)*sin(α)
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
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 is a stirrup?

A stirrup is a steel bar bent into a "U" or box shape and installed perpendicular to, or at an angle to the longitudinal reinforcement. and properly anchored in RCC members.

How to Calculate Stirrup Area when Support Angle is Given?

Stirrup Area when Support Angle is Given calculator uses Stirrup Area=(Strength of Shear Reinforcement)/(Yield strength of reinforcing steel)*sin(Angle at Support) to calculate the Stirrup Area, The Stirrup Area when Support Angle is Given is defined as the area required when a single bar or a group of parallel bars are all bent up at the same distance from the support at an angle with the longitudinal axis of the member. Stirrup Area and is denoted by Av symbol.

How to calculate Stirrup Area when Support Angle is Given using this online calculator? To use this online calculator for Stirrup Area when Support Angle is Given, enter Strength of Shear Reinforcement (Vs), Yield strength of reinforcing steel (fy and Angle at Support (α) and hit the calculate button. Here is how the Stirrup Area when Support Angle is Given calculation can be explained with given input values -> 1.020E+9 = (200000)/(98.0664999999931)*sin(30).

FAQ

What is Stirrup Area when Support Angle is Given?
The Stirrup Area when Support Angle is Given is defined as the area required when a single bar or a group of parallel bars are all bent up at the same distance from the support at an angle with the longitudinal axis of the member and is represented as Av=(Vs)/(fy or Stirrup Area=(Strength of Shear Reinforcement)/(Yield strength of reinforcing steel)*sin(Angle at Support). Strength of Shear reinforcements are designed to withstand shear or diagonal stresses acting on the structure, Yield strength of reinforcing steel is the stress at which a predetermined amount of permanent deformation occurs and Angle at support at which the bars are bent up at the same distance with the longitudinal axis of the member.
How to calculate Stirrup Area when Support Angle is Given?
The Stirrup Area when Support Angle is Given is defined as the area required when a single bar or a group of parallel bars are all bent up at the same distance from the support at an angle with the longitudinal axis of the member is calculated using Stirrup Area=(Strength of Shear Reinforcement)/(Yield strength of reinforcing steel)*sin(Angle at Support). To calculate Stirrup Area when Support Angle is Given, you need Strength of Shear Reinforcement (Vs), Yield strength of reinforcing steel (fy and Angle at Support (α). With our tool, you need to enter the respective value for Strength of Shear Reinforcement, Yield strength of reinforcing steel and Angle at Support 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 Stirrup Area?
In this formula, Stirrup Area uses Strength of Shear Reinforcement, Yield strength of reinforcing steel and Angle at Support. We can use 6 other way(s) to calculate the same, which is/are as follows -
  • Stirrup Area=(Spacing of Stirrups)*(Design Shear -(2*Capacity reduction factor*sqrt(28 Day Compressive Strength of Concrete)*Effective depth of beam*Breadth of the web))/(Capacity reduction factor*Yield strength of reinforcing steel*Effective depth of beam)
  • 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)
  • Stirrup Area=(excess shear*Stirrup Spacing)/(allowable stress in stirrup steel*Distance from Compression to Centroid Reinforcment)
  • 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)))
  • Stirrup Area=excess shear/(allowable stress in stirrup steel*sin(Angle at which the stirrup is inclined))
  • Stirrup Area=50*(Width of beam web*Stirrup Spacing)/yield strength of reinforcement
About | Contact | Disclaimer | Terms Of Use
© 2011-2021 A softusvista inc. venture!

Share Image
Let Others Know
✖
LinkedIn
Email
WhatsApp
Copied!