Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given Calculator

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✖Total Shear is defined as the total shear force acting on the body.ⓘ Total Shear [V]			+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]			+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%
✖Spacing of Stirrups in direction parallel to that of longitudinal reinforcing, in (mm).ⓘ Spacing of Stirrups [s]			+10% -10%

✖Shear that Concrete Could Carry is defined as the shear force that concrete alone could carry.ⓘ Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given [V']

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Kethavath Srinath

Osmania University (OU), Hyderabad

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Rudrani Tidke

Cummins College of Engineering for Women (CCEW), Pune

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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

Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given Formula

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

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

Effective Depth when Cross-Sectional Area of Web Reinforcement is Given GO

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

Define Shear Force?

A shear force is a force applied perpendicular to a surface, in opposition to an offset force acting in the opposite direction. ... When a structural member experiences failure by shear, two parts of it are pushed in different directions, for example, when a piece of paper is cut by scissors.

How to Calculate Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given?

Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given calculator uses Shear that Concrete Could Carry=Total Shear-(Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/Spacing of Stirrups) to calculate the Shear that Concrete Could Carry, The Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given formula is defined as the force applied perpendicular to a surface, in opposition to an offset force acting in the opposite direction. Shear that Concrete Could Carry and is denoted by V' symbol.

How to calculate Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given using this online calculator? To use this online calculator for Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given, enter Total Shear (V), Cross Sectional Area of Web Reinforcement (A_v), Allowable Unit Stress in Web Reinforcement (f_v), Depth of the Beam (D) and Spacing of Stirrups (s) and hit the calculate button. Here is how the Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given calculation can be explained with given input values -> -253900.000001 = 100-(5E-05*100000000*0.254000000001016/0.005).

FAQ

What is Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given?

The Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given formula is defined as the force applied perpendicular to a surface, in opposition to an offset force acting in the opposite direction and is represented as V'=V-(A_{v*f_v*D/s)} or Shear that Concrete Could Carry=Total Shear-(Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/Spacing of Stirrups). Total Shear is defined as the total shear force acting on the body, 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 and Spacing of Stirrups in direction parallel to that of longitudinal reinforcing, in (mm).

How to calculate Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given?

The Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given formula is defined as the force applied perpendicular to a surface, in opposition to an offset force acting in the opposite direction is calculated using Shear that Concrete Could Carry=Total Shear-(Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/Spacing of Stirrups). To calculate Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given, you need Total Shear (V), Cross Sectional Area of Web Reinforcement (A_v), Allowable Unit Stress in Web Reinforcement (f_v), Depth of the Beam (D) and Spacing of Stirrups (s). With our tool, you need to enter the respective value for Total Shear, Cross Sectional Area of Web Reinforcement, Allowable Unit Stress in Web Reinforcement, Depth of the Beam and Spacing of Stirrups and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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