Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
Rudrani Tidke has created this Calculator and 100+ more calculators!
Kethavath Srinath
Osmania University (OU), Hyderabad
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11 Other formulas that you can solve using the same Inputs

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
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
Beam Effective Depth when Bond Stress on Bar Surface is Given
Effective depth of beam=Total Shear/(Ratio j*Bond stress on surface of bar*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
Depth of Beam when Stress in Concrete is Given
Depth of the Beam=sqrt(2*Bending moment/(Ratio k*Ratio j*Beam Width*Stress)) GO
Bending Moment when Stress in Concrete is Given
Bending moment=(Stress*Ratio k*Ratio j*Beam Width*Depth of the Beam^2)/2 GO
Width of Beam when Stress in Concrete is Given
Beam Width=2*Bending moment/(Ratio k*Ratio j*Stress*Depth of the Beam^2) GO
Stress in Concrete
Stress=2*Bending moment/(Ratio k*Ratio j*Beam Width*Depth of the Beam^2) GO
Stress in Steel When Cross-Sectional Reinforcing Tensile Area to Beam Area Ratio is Given
Stress=Bending moment/(Ratio p*Ratio j*Beam Width*Depth of the Beam^2) GO
Stress in Steel
Stress=moment/(Tensile Reinforcement Area*Ratio j*Depth of the Beam) GO

4 Other formulas that calculate the same Output

Total Shear when Cross-Sectional Area of Web Reinforcement is Given
Total Shear=(Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/Spacing of Stirrups)+Shear that Concrete Could Carry GO
Shear when Nominal Unit Shear Stress is Given
Total Shear=Beam Width*Distance from Compression to Centroid Reinforcment*Nominal shear stress GO
Total Shear when Horizontal Shearing Stress is Given
Total Shear= (2*Horizontal Shearing Stress*Height of Beam*width of beam)/3 GO
Total Shear when Shearing Unit Stress in a Reinforced Concrete Beam is Given
Total Shear=Shearing Unit Stress*Beam Width*Depth of the Beam GO

Total Shear when Bond Stress on Bar Surface is Given Formula

Total Shear=Bond stress on surface of bar*(Ratio j*Effective depth of beam*Sum of perimeters)
V=u*(j*d*Summation<sub>0</sub>)
More formulas
Stress in Concrete GO
Bending Moment when Stress in Concrete is Given GO
Width of Beam when Stress in Concrete is Given GO
Depth of Beam when Stress in Concrete is Given GO
Stress in Steel When Cross-Sectional Reinforcing Tensile Area to Beam Area Ratio is Given GO
Stress in Steel GO
Depth of Roof and Floor Slabs GO
Depth of Light Beams GO
Depth of Heavy Beams and Girders GO
Total Cross-Sectional Area of Tensile Reinforcing GO
Bending Moment when Total Cross-Sectional Area of Tensile Reinforcing is Given GO
Cross-Sectional Area of Compressive Reinforcing GO
Bending Moment when Cross-Sectional Area of Compressive Reinforcing is Given GO
Moment of Inertia of Transformed Beam Section GO
Distance from Neutral Axis to Tensile Reinforcing Steel when Unit Stress is Given GO
Unit Stress in Tensile Reinforcing Steel GO
Total Bending Moment when Unit Stress in Tensile Reinforcing Steel is Given GO
Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given GO
Distance from Neutral Axis to Compressive Reinforcing Steel when Unit Stress is Given GO
Moment of Inertia when Unit Stress in Compressive Reinforcing Steel is Given GO
Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given GO
Unit Stress in Compressive Reinforcing Steel GO
Moment of Inertia when Unit Stress in Extreme Fiber of Concrete is Given GO
Distance from Neutral Axis to Face of Concrete when Unit Stress is Given GO
Total Bending Moment when Unit Stress in Extreme Fiber of Concrete is Given GO
Unit Stress in Extreme Fiber of Concrete GO
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
Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given GO
Bond Stress on Bar Surface GO
Beam Effective Depth when Bond Stress on Bar Surface is Given GO
Tensile Reinforcing Bars Perimeters Sum when Bond Stress on Bar Surface is Given GO

What is shear force in beam?

Shear force is the force in the beam acting perpendicular to its longitudinal (x) axis. For design purposes, the beam's ability to resist shear force is more important than its ability to resist an axial force.

How to Calculate Total Shear when Bond Stress on Bar Surface is Given?

Total Shear when Bond Stress on Bar Surface is Given calculator uses Total Shear=Bond stress on surface of bar*(Ratio j*Effective depth of beam*Sum of perimeters) to calculate the Total Shear, The Total Shear when Bond Stress on Bar Surface is Given formula is defined as the total force applied perpendicular to a surface, in opposition to an offset force acting in the opposite direction. This results in a shear strain. Total Shear and is denoted by V symbol.

How to calculate Total Shear when Bond Stress on Bar Surface is Given using this online calculator? To use this online calculator for Total Shear when Bond Stress on Bar Surface is Given, enter Bond stress on surface of bar (u), Ratio j (j), Effective depth of beam (d) and Sum of perimeters (Summation0) and hit the calculate button. Here is how the Total Shear when Bond Stress on Bar Surface is Given calculation can be explained with given input values -> 400 = 10*(1*4*10).

FAQ

What is Total Shear when Bond Stress on Bar Surface is Given?
The Total Shear when Bond Stress on Bar Surface is Given formula is defined as the total force applied perpendicular to a surface, in opposition to an offset force acting in the opposite direction. This results in a shear strain and is represented as V=u*(j*d*Summation0) or Total Shear=Bond stress on surface of bar*(Ratio j*Effective depth of beam*Sum of perimeters). Bond stress on surface of bar is the force of adhesion per unit area of contact between two bonded surfaces, Ratio j is defined as the ratio of distance between centroid of compression and centroid of tension to depth d, Effective depth of beam is described as distance from the centroid of tension Steel to theoutermost face of compression fibre and sum of perimeters is the sum of perimeters of tensile reinforcing bars in beams.
How to calculate Total Shear when Bond Stress on Bar Surface is Given?
The Total Shear when Bond Stress on Bar Surface is Given formula is defined as the total force applied perpendicular to a surface, in opposition to an offset force acting in the opposite direction. This results in a shear strain is calculated using Total Shear=Bond stress on surface of bar*(Ratio j*Effective depth of beam*Sum of perimeters). To calculate Total Shear when Bond Stress on Bar Surface is Given, you need Bond stress on surface of bar (u), Ratio j (j), Effective depth of beam (d) and Sum of perimeters (Summation0). With our tool, you need to enter the respective value for Bond stress on surface of bar, Ratio j, Effective depth of beam and Sum of perimeters 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 Total Shear?
In this formula, Total Shear uses Bond stress on surface of bar, Ratio j, Effective depth of beam and Sum of perimeters. We can use 4 other way(s) to calculate the same, which is/are as follows -
  • Total Shear=Shearing Unit Stress*Beam Width*Depth of the Beam
  • Total Shear=(Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/Spacing of Stirrups)+Shear that Concrete Could Carry
  • Total Shear=Beam Width*Distance from Compression to Centroid Reinforcment*Nominal shear stress
  • Total Shear= (2*Horizontal Shearing Stress*Height of Beam*width of beam)/3
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