M Naveen
National Institute of Technology (NIT), Warangal
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Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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11 Other formulas that you can solve using the same Inputs

Effective Depth when Cross-Sectional Area of Web Reinforcement is Given
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) 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
Nominal Unit Shear Stress
Shearing Unit Stress=Total Shear/(Beam Width*Distance from Compression to Centroid Reinforcment) 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

4 Other formulas that calculate the same Output

Horizontal Shearing Stress in a Rectangular Timber Beam when Notch in the Lower Face
Horizontal Shearing Stress=(3*Total Shear/(2*width of beam*depth of beam above notch))*(Depth of the Beam/depth of beam above notch) GO
The total horizontal shear
Horizontal Shearing Stress= (0.85*28 Day Compressive Strength of Concrete*Actual area of effective concrete)/2 GO
Horizontal Shear Range at the juncture of Slab and Beam
Horizontal Shearing Stress=Shear Range*Static Moment/Area Moment Of Inertia GO
Total horizontal shear Vh
Horizontal Shearing Stress=(steel area*Yield Strength)/2 GO

Horizontal Shearing Stress in a Rectangular Timber Beam Formula

Horizontal Shearing Stress= (3*Total Shear)/(2*width of beam*Height of Beam)
H<sub>= (3*V)/(2*b*h<sub>)
More formulas
Extreme Fiber Stress in Bending for a Rectangular Timber Beam GO
Extreme Fiber Stress for a Rectangular Timber Beam when Section Modulus is Given GO
Section Modulus GO
Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given GO
Beam Width when Extreme Fiber Stress for a Rectangular Timber Beam is Given GO
Beam Depth when Extreme Fiber Stress for a Rectangular Timber Beam is Given GO
Total Shear when Horizontal Shearing Stress is Given GO
Beam Width when Horizontal Shearing Stress is Given GO
Beam Depth when Horizontal Shearing Stress is Given GO
Horizontal Shearing Stress in a Rectangular Timber Beam when Notch in the Lower Face GO
Modified Total End Shear for Uniform Loading GO
Modified Total End Shear for Concentrated Loads GO

How to calculate horizontal shearing stress?

Horizontal shearing stress can be calculated based on the shear force acting on the top of the rectangular section by using the above formula

How to Calculate Horizontal Shearing Stress in a Rectangular Timber Beam?

Horizontal Shearing Stress in a Rectangular Timber Beam calculator uses Horizontal Shearing Stress= (3*Total Shear)/(2*width of beam*Height of Beam) to calculate the Horizontal Shearing Stress, The Horizontal Shearing Stress in a Rectangular Timber Beam formula is defined as the shear stress acting along the rectangular section on the top of the section. Horizontal Shearing Stress and is denoted by H symbol.

How to calculate Horizontal Shearing Stress in a Rectangular Timber Beam using this online calculator? To use this online calculator for Horizontal Shearing Stress in a Rectangular Timber Beam, enter Total Shear (V), width of beam (b) and Height of Beam (h and hit the calculate button. Here is how the Horizontal Shearing Stress in a Rectangular Timber Beam calculation can be explained with given input values -> 1.5 = (3*100)/(2*0.001*0.1).

FAQ

What is Horizontal Shearing Stress in a Rectangular Timber Beam?
The Horizontal Shearing Stress in a Rectangular Timber Beam formula is defined as the shear stress acting along the rectangular section on the top of the section and is represented as H or Horizontal Shearing Stress= (3*Total Shear)/(2*width of beam*Height of Beam). Total Shear is defined as the total shear force acting on the body, width of beam is the measure of beam width and Height of Beam can be described as the dimension(depth of beam) from the section.
How to calculate Horizontal Shearing Stress in a Rectangular Timber Beam?
The Horizontal Shearing Stress in a Rectangular Timber Beam formula is defined as the shear stress acting along the rectangular section on the top of the section is calculated using Horizontal Shearing Stress= (3*Total Shear)/(2*width of beam*Height of Beam). To calculate Horizontal Shearing Stress in a Rectangular Timber Beam, you need Total Shear (V), width of beam (b) and Height of Beam (h. With our tool, you need to enter the respective value for Total Shear, width of beam and Height of Beam 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 Horizontal Shearing Stress?
In this formula, Horizontal Shearing Stress uses Total Shear, width of beam and Height of Beam. We can use 4 other way(s) to calculate the same, which is/are as follows -
  • Horizontal Shearing Stress=(3*Total Shear/(2*width of beam*depth of beam above notch))*(Depth of the Beam/depth of beam above notch)
  • Horizontal Shearing Stress=Shear Range*Static Moment/Area Moment Of Inertia
  • Horizontal Shearing Stress= (0.85*28 Day Compressive Strength of Concrete*Actual area of effective concrete)/2
  • Horizontal Shearing Stress=(steel area*Yield Strength)/2
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