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

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

Beam Effective Depth when Bond Stress on Bar Surface is Given Formula

Effective depth of beam=Total Shear/(Ratio j*Bond stress on surface of bar*Sum of perimeters)
d=V/(j*u*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
Total Shear 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 beam depth?

A beam is considered as a deep beam when the ratio of effective span to overall depth is <2.0 for simply supported members.

How to Calculate Beam Effective Depth when Bond Stress on Bar Surface is Given?

Beam Effective Depth when Bond Stress on Bar Surface is Given calculator uses Effective depth of beam=Total Shear/(Ratio j*Bond stress on surface of bar*Sum of perimeters) to calculate the Effective depth of beam, The Beam Effective Depth when Bond Stress on Bar Surface is Given formula is defined as the distance between extreme compressive concrete fibre to the centroid of tension reinforcement in section under flexural condition. And in another words it is described as distance from the centroid of tension Steel to the outermost face of compression fibre. Effective depth of beam and is denoted by d symbol.

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

FAQ

What is Beam Effective Depth when Bond Stress on Bar Surface is Given?
The Beam Effective Depth when Bond Stress on Bar Surface is Given formula is defined as the distance between extreme compressive concrete fibre to the centroid of tension reinforcement in section under flexural condition. And in another words it is described as distance from the centroid of tension Steel to the outermost face of compression fibre and is represented as d=V/(j*u*Summation0) or Effective depth of beam=Total Shear/(Ratio j*Bond stress on surface of bar*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, Bond stress on surface of bar is the force of adhesion per unit area of contact between two bonded surfaces and sum of perimeters is the sum of perimeters of tensile reinforcing bars in beams.
How to calculate Beam Effective Depth when Bond Stress on Bar Surface is Given?
The Beam Effective Depth when Bond Stress on Bar Surface is Given formula is defined as the distance between extreme compressive concrete fibre to the centroid of tension reinforcement in section under flexural condition. And in another words it is described as distance from the centroid of tension Steel to the outermost face of compression fibre is calculated using Effective depth of beam=Total Shear/(Ratio j*Bond stress on surface of bar*Sum of perimeters). To calculate Beam Effective Depth when Bond Stress on Bar Surface is Given, you need Total Shear (V), Ratio j (j), Bond stress on surface of bar (u) and Sum of perimeters (Summation0). With our tool, you need to enter the respective value for Total Shear, Ratio j, Bond stress on surface of bar 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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