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Beam Width when Horizontal Shearing Stress is Given Calculator

Category Engineering ↺
Engineering Civil ↺
Civil Timber Engineering ↺
Timber-Engineering Beams ↺
✖Total Shear is defined as the total shear force acting on the body.ⓘ Total Shear [V]
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✖Height of Beam can be described as the dimension(depth of beam) from the sectionⓘ Height of Beam [h
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-10%
✖Horizontal Shearing Stress is defined as all the forces induced(bending monent,shear stress) in the upper part of the section. ⓘ Horizontal Shearing Stress [H
+10%
-10%
✖width of beam is the measure of beam width.ⓘ Beam Width when Horizontal Shearing Stress is Given [b]
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M Naveen
National Institute of Technology (NIT), Warangal
M Naveen has created this Calculator and 100+ more calculators!
Himanshi Sharma
Bhilai Institute of Technology (BIT), Raipur
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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

2 Other formulas that calculate the same Output

Width of the beam at the considered level if shear stress is known(circular section)
width of beam=(Shear Force*((2*((radius of circle^2)-(Distance b/w considered and neutral layer^2))^(3/2))/3))/(M.I of the area of section*Shear Stress) GO
Width of the beam at the considered level if radius of circular section is known
width of beam=2*sqrt((radius of circle^2)-(Distance b/w considered and neutral layer^2)) GO

Beam Width when Horizontal Shearing Stress is Given Formula

width of beam=(3*Total Shear)/(2*Height of Beam*Horizontal Shearing Stress)
b=(3*V)/(2*h<sub>*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
Horizontal Shearing Stress in a Rectangular Timber Beam GO
Total Shear 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 the width of the beam?

The width of the beam can be calculated by using horizontal shearing stress, total shear and the width of beam could be applied in the above formula.

How to Calculate Beam Width when Horizontal Shearing Stress is Given?

Beam Width when Horizontal Shearing Stress is Given calculator uses width of beam=(3*Total Shear)/(2*Height of Beam*Horizontal Shearing Stress) to calculate the width of beam, The Beam Width when Horizontal Shearing Stress is Given formula is defined as the width of the beam in a given section when horizontal shearing stress is induced. width of beam and is denoted by b symbol.

How to calculate Beam Width when Horizontal Shearing Stress is Given using this online calculator? To use this online calculator for Beam Width when Horizontal Shearing Stress is Given, enter Total Shear (V), Height of Beam (h and Horizontal Shearing Stress (H and hit the calculate button. Here is how the Beam Width when Horizontal Shearing Stress is Given calculation can be explained with given input values -> 0.0015 = (3*100)/(2*0.1*1000000000).

FAQ

What is Beam Width when Horizontal Shearing Stress is Given?
The Beam Width when Horizontal Shearing Stress is Given formula is defined as the width of the beam in a given section when horizontal shearing stress is induced and is represented as b=(3*V)/(2*h or width of beam=(3*Total Shear)/(2*Height of Beam*Horizontal Shearing Stress). Total Shear is defined as the total shear force acting on the body, Height of Beam can be described as the dimension(depth of beam) from the section and Horizontal Shearing Stress is defined as all the forces induced(bending monent,shear stress) in the upper part of the section. .
How to calculate Beam Width when Horizontal Shearing Stress is Given?
The Beam Width when Horizontal Shearing Stress is Given formula is defined as the width of the beam in a given section when horizontal shearing stress is induced is calculated using width of beam=(3*Total Shear)/(2*Height of Beam*Horizontal Shearing Stress). To calculate Beam Width when Horizontal Shearing Stress is Given, you need Total Shear (V), Height of Beam (h and Horizontal Shearing Stress (H. With our tool, you need to enter the respective value for Total Shear, Height of Beam and Horizontal Shearing Stress 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 width of beam?
In this formula, width of beam uses Total Shear, Height of Beam and Horizontal Shearing Stress. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • width of beam=2*sqrt((radius of circle^2)-(Distance b/w considered and neutral layer^2))
  • width of beam=(Shear Force*((2*((radius of circle^2)-(Distance b/w considered and neutral layer^2))^(3/2))/3))/(M.I of the area of section*Shear Stress)
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