Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
Rudrani Tidke has created this Calculator and 100+ more calculators!
Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
Mridul Sharma has verified this Calculator and 300+ more calculators!

11 Other formulas that you can solve using the same Inputs

Cross-Sectional Area of Web Reinforcement
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) GO
Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given
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) 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
Effective Depth of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given
Depth of the Beam=Total Shear/(Beam Width*Shearing Unit Stress) GO
Width of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given
Beam Width=Total Shear/(Depth of the Beam*Shearing Unit Stress) GO
Shearing Unit Stress in a Reinforced Concrete Beam
Shearing Unit Stress=Total Shear/(Beam Width*Depth of the Beam) GO

Bond Stress on Bar Surface Formula

Bond stress on surface of bar=Total Shear/(Ratio j*Effective depth of beam*Sum of perimeters)
u=V/(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
Total Shear when Bond Stress on Bar Surface is Given 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 design bond stress?

The design bond stress τbd is defined as the shear force per unit nominal surface area of reinforcing bar. The stress is acting on the interface between bars and surrounding concrete and along the direction parallel to the bars.

How to Calculate Bond Stress on Bar Surface?

Bond Stress on Bar Surface calculator uses Bond stress on surface of bar=Total Shear/(Ratio j*Effective depth of beam*Sum of perimeters) to calculate the Bond stress on surface of bar, The Bond Stress on Bar Surface formula is defined as the force of adhesion per unit area of contact between two bonded surfaces, such as between concrete and a steel reinforcing bar. Bond stress on surface of bar and is denoted by u symbol.

How to calculate Bond Stress on Bar Surface using this online calculator? To use this online calculator for Bond Stress on Bar Surface, enter Total Shear (V), Ratio j (j), Effective depth of beam (d) and Sum of perimeters (Summation0) and hit the calculate button. Here is how the Bond Stress on Bar Surface calculation can be explained with given input values -> 2.5 = 100/(1*4*10).

FAQ

What is Bond Stress on Bar Surface?
The Bond Stress on Bar Surface formula is defined as the force of adhesion per unit area of contact between two bonded surfaces, such as between concrete and a steel reinforcing bar and is represented as u=V/(j*d*Summation0) or Bond stress on surface of bar=Total Shear/(Ratio j*Effective depth of beam*Sum of perimeters). Total Shear is defined as the total shear force acting on the body, 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 Bond Stress on Bar Surface?
The Bond Stress on Bar Surface formula is defined as the force of adhesion per unit area of contact between two bonded surfaces, such as between concrete and a steel reinforcing bar is calculated using Bond stress on surface of bar=Total Shear/(Ratio j*Effective depth of beam*Sum of perimeters). To calculate Bond Stress on Bar Surface, you need Total Shear (V), Ratio j (j), Effective depth of beam (d) and Sum of perimeters (Summation0). With our tool, you need to enter the respective value for Total Shear, 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.
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