Cross-Sectional Area of Web Reinforcement Calculator

Category	Engineering ↺

✖Total Shear is defined as the total shear force acting on the body.ⓘ Total Shear [V]			+10% -10%
✖Shear that Concrete Could Carry is defined as the shear force that concrete alone could carry.ⓘ Shear that Concrete Could Carry [V']			+10% -10%
✖Spacing of Stirrups in direction parallel to that of longitudinal reinforcing, in (mm).ⓘ Spacing of Stirrups [s]			+10% -10%
✖Allowable Unit Stress in Web Reinforcement is defined as total force acting to the unit area of the reinforcement.ⓘ Allowable Unit Stress in Web Reinforcement [f_v]			+10% -10%
✖Depth of the Beam is the overall depth of the cross section of the beam perpendicular to the axis of the beam.ⓘ Depth of the Beam [D]			+10% -10%

✖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.ⓘ Cross-Sectional Area of Web Reinforcement [A_v]

⎘ Copy

👎 Report Issue!

👍 Share Now!

You are here:

Kethavath Srinath

Osmania University (OU), Hyderabad

Kethavath Srinath has created this Calculator and 400+ more calculators!

Rudrani Tidke

Cummins College of Engineering for Women (CCEW), Pune

Rudrani Tidke has verified this Calculator and 50+ more calculators!

< 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

Cross-Sectional Area of Web Reinforcement Formula

Cross Sectional Area of Web Reinforcement=(Total Shear-Shear that Concrete Could Carry)*Spacing of Stirrups/(Allowable Unit Stress in Web Reinforcement*Depth of the Beam)
A<sub>v=(V-V')*s/(f<sub>v*D)

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

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

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

What is web reinforcement in beams?

1. Steel bars, rods, etc., placed in a reinforced concrete member to resist shear and diagonal tension. 2. Additional metal plates connected to the web, 1 of a metal beam or girder to increase the strength of the web, 1.

How to Calculate Cross-Sectional Area of Web Reinforcement?

Cross-Sectional Area of Web Reinforcement calculator uses Cross Sectional Area of Web Reinforcement=(Total Shear-Shear that Concrete Could Carry)*Spacing of Stirrups/(Allowable Unit Stress in Web Reinforcement*Depth of the Beam) to calculate the Cross Sectional Area of Web Reinforcement, The Cross-Sectional Area of Web Reinforcement formula is defined as the area of a two-dimensional shape that is obtained when a three-dimensional object is sliced perpendicular to some specified axis at a point. . Cross Sectional Area of Web Reinforcement and is denoted by A_v symbol.

How to calculate Cross-Sectional Area of Web Reinforcement using this online calculator? To use this online calculator for Cross-Sectional Area of Web Reinforcement, enter Total Shear (V), Shear that Concrete Could Carry (V'), Spacing of Stirrups (s), Allowable Unit Stress in Web Reinforcement (f_v) and Depth of the Beam (D) and hit the calculate button. Here is how the Cross-Sectional Area of Web Reinforcement calculation can be explained with given input values -> 0 = (100-100)*0.005/(100000000*0.254000000001016).

FAQ

What is Cross-Sectional Area of Web Reinforcement?

The Cross-Sectional Area of Web Reinforcement formula is defined as the area of a two-dimensional shape that is obtained when a three-dimensional object is sliced perpendicular to some specified axis at a point. and is represented as A_{v=(V-V')*s/(f_v*D)} or Cross Sectional Area of Web Reinforcement=(Total Shear-Shear that Concrete Could Carry)*Spacing of Stirrups/(Allowable Unit Stress in Web Reinforcement*Depth of the Beam). Total Shear is defined as the total shear force acting on the body, Shear that Concrete Could Carry is defined as the shear force that concrete alone could carry, Spacing of Stirrups in direction parallel to that of longitudinal reinforcing, in (mm), Allowable Unit Stress in Web Reinforcement is defined as total force acting to the unit area of the reinforcement and Depth of the Beam is the overall depth of the cross section of the beam perpendicular to the axis of the beam.

How to calculate Cross-Sectional Area of Web Reinforcement?

The Cross-Sectional Area of Web Reinforcement formula is defined as the area of a two-dimensional shape that is obtained when a three-dimensional object is sliced perpendicular to some specified axis at a point. is calculated using Cross Sectional Area of Web Reinforcement=(Total Shear-Shear that Concrete Could Carry)*Spacing of Stirrups/(Allowable Unit Stress in Web Reinforcement*Depth of the Beam). To calculate Cross-Sectional Area of Web Reinforcement, you need Total Shear (V), Shear that Concrete Could Carry (V'), Spacing of Stirrups (s), Allowable Unit Stress in Web Reinforcement (f_v) and Depth of the Beam (D). With our tool, you need to enter the respective value for Total Shear, Shear that Concrete Could Carry, Spacing of Stirrups, Allowable Unit Stress in Web Reinforcement and Depth of the Beam and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

Facebook
Twitter
WhatsApp
Reddit
LinkedIn
E-Mail

Let Others Know

✖

Facebook

Twitter

Copied!