Kethavath Srinath
Osmania University (OU), Hyderabad
Kethavath Srinath has created this Calculator and 400+ more calculators!
Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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11 Other formulas that you can solve using the same Inputs

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
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
Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given
Spacing of Stirrups=Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/(Total Shear-Shear that Concrete Could Carry) GO
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
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
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

3 Other formulas that calculate the same Output

Beam Depth when Load is Applied at least at a Distance d/2
Depth of the Beam=Minimum bearing length*(3*(Web thickness/Flange Thickness)^1.5)/((Column load/67.5*Web thickness^3/2*sqrt(Specified minimum yield stress of web*Flange Thickness)-1)) 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
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

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

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

Define Effective Depth of Beam?

Effective depth of the beam and slab is 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 theoutermost face of compression fibre.

How to Calculate Effective Depth when Cross-Sectional Area of Web Reinforcement is Given?

Effective Depth when Cross-Sectional Area of Web Reinforcement is Given calculator uses Depth of the Beam=(Total Shear-Shear that Concrete Could Carry)*Spacing of Stirrups/(Allowable Unit Stress in Web Reinforcement*Cross Sectional Area of Web Reinforcement) to calculate the Depth of the Beam, The Effective Depth when Cross-Sectional Area of Web Reinforcement is Given formula is defined as the distance between extreme compressive concrete fibre to the centroid of tension reinforcement in section under flexural condition. Depth of the Beam and is denoted by D symbol.

How to calculate Effective Depth when Cross-Sectional Area of Web Reinforcement is Given using this online calculator? To use this online calculator for Effective Depth when Cross-Sectional Area of Web Reinforcement is Given, enter Total Shear (V), Shear that Concrete Could Carry (V'), Spacing of Stirrups (s), Allowable Unit Stress in Web Reinforcement (fv) and Cross Sectional Area of Web Reinforcement (Av) and hit the calculate button. Here is how the Effective Depth when Cross-Sectional Area of Web Reinforcement is Given calculation can be explained with given input values -> 0 = (100-100)*0.005/(100000000*5E-05).

FAQ

What is Effective Depth when Cross-Sectional Area of Web Reinforcement is Given?
The Effective Depth when Cross-Sectional Area of Web Reinforcement 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 is represented as D=(V-V')*s/(fv*Av) or Depth of the Beam=(Total Shear-Shear that Concrete Could Carry)*Spacing of Stirrups/(Allowable Unit Stress in Web Reinforcement*Cross Sectional Area of Web Reinforcement). 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 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.
How to calculate Effective Depth when Cross-Sectional Area of Web Reinforcement is Given?
The Effective Depth when Cross-Sectional Area of Web Reinforcement is Given formula is defined as the distance between extreme compressive concrete fibre to the centroid of tension reinforcement in section under flexural condition is calculated using Depth of the Beam=(Total Shear-Shear that Concrete Could Carry)*Spacing of Stirrups/(Allowable Unit Stress in Web Reinforcement*Cross Sectional Area of Web Reinforcement). To calculate Effective Depth when Cross-Sectional Area of Web Reinforcement is Given, you need Total Shear (V), Shear that Concrete Could Carry (V'), Spacing of Stirrups (s), Allowable Unit Stress in Web Reinforcement (fv) and Cross Sectional Area of Web Reinforcement (Av). 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 Cross Sectional Area of Web Reinforcement 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 Depth of the Beam?
In this formula, Depth of the Beam uses Total Shear, Shear that Concrete Could Carry, Spacing of Stirrups, Allowable Unit Stress in Web Reinforcement and Cross Sectional Area of Web Reinforcement. We can use 3 other way(s) to calculate the same, which is/are as follows -
  • Depth of the Beam=sqrt(2*Bending moment/(Ratio k*Ratio j*Beam Width*Stress))
  • Depth of the Beam=Total Shear/(Beam Width*Shearing Unit Stress)
  • Depth of the Beam=Minimum bearing length*(3*(Web thickness/Flange Thickness)^1.5)/((Column load/67.5*Web thickness^3/2*sqrt(Specified minimum yield stress of web*Flange Thickness)-1))
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