Kethavath Srinath
Osmania University (OU), Hyderabad
Kethavath Srinath has created this Calculator and 300+ more calculators!
Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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11 Other formulas that you can solve using the same Inputs

Deflection for Hollow Rectangle When Load in Middle
Deflection of Beam=(Greatest Safe Load*Length of the Beam^3)/(32*(Sectional Area*(Depth of the Beam^2)-Interior Cross-Sectional Area of Beam*(Interior Depth of the Beam^2))) GO
Deflection for Hollow Rectangle When Load is Distributed
Deflection of Beam=Greatest Safe Load*(Length of the Beam^3)/(52*(Sectional Area*Depth of the Beam^-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam^2)) GO
Greatest Safe Load for Hollow Rectangle When Load is Distributed
Greatest Safe Load=1780*(Sectional Area*Depth of the Beam-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam)/Distance between Supports GO
Greatest Safe Load for Hollow Rectangle When Load in Middle
Greatest Safe Load=(890*(Sectional Area*Depth of the Beam-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam))/Length of the Beam GO
Deflection for Solid Rectangle When Load is Distributed
Deflection of Beam=(Greatest safe distributed load*Length of the Beam^3)/(52*Sectional Area*Depth of the Beam^2) GO
Deflection for Solid Rectangle When Load in Middle
Deflection of Beam=(Greatest Safe Load*Length of the Beam^3)/(32*Sectional Area*Depth of the Beam^2) GO
Greatest Safe Load for Solid Rectangle When Load is Distributed
Greatest safe distributed load=1780*Sectional Area*Depth of the Beam/Length of the Beam GO
Greatest Safe Load for Solid Cylinder When Load is Distributed
Greatest Safe Load=1333*(Sectional Area*Depth of the Beam)/Length of the Beam GO
Greatest Safe Load for Solid Cylinder When Load in Middle
Greatest Safe Load=(667*Sectional Area*Depth of the Beam)/Length of the Beam GO
Greatest Safe Load for Solid Rectangle When Load in Middle
Greatest Safe Load=890*Sectional Area*Depth of the Beam/Length of the Beam GO
Stress in Concrete
Stress=2*Bending moment/(Ratio k*Ratio j*Beam Width*Depth of the Beam^2) GO

3 Other formulas that calculate the same Output

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
Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given
Spacing of Stirrups=(-Area Moment Of Inertia+(sqrt(Area Moment Of Inertia^2+20*Breadth of the web^5*Overall depth of column^2)))/(4*Breadth of the web^2) 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

Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given Formula

Spacing of Stirrups=Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/(Total Shear-Shear that Concrete Could Carry)
s=A<sub>v*f<sub>v*D/(V-V')
More formulas
Shearing Unit Stress in a Reinforced Concrete Beam GO
Total Shear when Shearing Unit Stress in a Reinforced Concrete Beam is Given GO
Width of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given GO
Effective Depth of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given GO
Cross-Sectional Area of Web Reinforcement GO
Total Shear when Cross-Sectional Area of Web Reinforcement is Given GO
Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given GO
Effective Depth when Cross-Sectional Area of Web Reinforcement is Given GO

What is the minimum stirrups spacing in beams?

The minimum vertical distance between two main bars shall be (a) 15 mm, b) two-third of the nominal size of coarse aggregate, or (c) maximum size of the bar or whichever is greater.

How to Calculate Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given?

Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given calculator uses Spacing of Stirrups=Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/(Total Shear-Shear that Concrete Could Carry) to calculate the Spacing of Stirrups, The Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given formula is defined as the distance between consecutive stirrups in a beam. The aim of the structure engineer is to provide the spacing between the stirrups in a best possible and economical way. Spacing of Stirrups and is denoted by s symbol.

How to calculate Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given using this online calculator? To use this online calculator for Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given, enter Cross Sectional Area of Web Reinforcement (Av), Allowable Unit Stress in Web Reinforcement (fv), Depth of the Beam (D), Total Shear (V) and Shear that Concrete Could Carry (V') and hit the calculate button. Here is how the Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given calculation can be explained with given input values -> NaN = 5E-05*100000000*0.254000000001016/(100-100).

FAQ

What is Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given?
The Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given formula is defined as the distance between consecutive stirrups in a beam. The aim of the structure engineer is to provide the spacing between the stirrups in a best possible and economical way and is represented as s=Av*fv*D/(V-V') or Spacing of Stirrups=Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/(Total Shear-Shear that Concrete Could Carry). Cross Sectional Area of Web Reinforcement is defined as the the area of a two-dimensional shape that is obtained when a three-dimensional object, Allowable Unit Stress in Web Reinforcement is defined as total force acting to the unit area of the reinforcement, Depth of the Beam is the overall depth of the cross section of the beam perpendicular to the axis of the beam, Total Shear is defined as the total shear force acting on the body and Shear that Concrete Could Carry is defined as the shear force that concrete alone could carry.
How to calculate Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given?
The Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given formula is defined as the distance between consecutive stirrups in a beam. The aim of the structure engineer is to provide the spacing between the stirrups in a best possible and economical way is calculated using Spacing of Stirrups=Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/(Total Shear-Shear that Concrete Could Carry). To calculate Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given, you need Cross Sectional Area of Web Reinforcement (Av), Allowable Unit Stress in Web Reinforcement (fv), Depth of the Beam (D), Total Shear (V) and Shear that Concrete Could Carry (V'). With our tool, you need to enter the respective value for Cross Sectional Area of Web Reinforcement, Allowable Unit Stress in Web Reinforcement, Depth of the Beam, Total Shear and Shear that Concrete Could Carry 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 Spacing of Stirrups?
In this formula, Spacing of Stirrups uses Cross Sectional Area of Web Reinforcement, Allowable Unit Stress in Web Reinforcement, Depth of the Beam, Total Shear and Shear that Concrete Could Carry. We can use 3 other way(s) to calculate the same, which is/are as follows -
  • 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))
  • Spacing of Stirrups=(Stirrup Area*allowable stress in stirrup steel*Distance from Extreme Compression to Centroid )/excess shear
  • Spacing of Stirrups=(-Area Moment Of Inertia+(sqrt(Area Moment Of Inertia^2+20*Breadth of the web^5*Overall depth of column^2)))/(4*Breadth of the web^2)
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