Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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Kethavath Srinath
Osmania University (OU), Hyderabad
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11 Other formulas that you can solve using the same Inputs

Deflection for Hollow Rectangle When Load in Middle
Deflection of Beam=(Greatest Safe Load*Length of the Beam^3)/(32*(Sectional Area*(Depth of the Beam^2)-Interior Cross-Sectional Area of Beam*(Interior Depth of the Beam^2))) GO
Deflection for Hollow Rectangle When Load is Distributed
Deflection of Beam=Greatest Safe Load*(Length of the Beam^3)/(52*(Sectional Area*Depth of the Beam^-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam^2)) GO
Greatest Safe Load for Hollow Rectangle When Load is Distributed
Greatest Safe Load=1780*(Sectional Area*Depth of the Beam-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam)/Distance between Supports GO
Greatest Safe Load for Hollow Rectangle When Load in Middle
Greatest Safe Load=(890*(Sectional Area*Depth of the Beam-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam))/Length of the Beam GO
Deflection for Solid Rectangle When Load is Distributed
Deflection of Beam=(Greatest safe distributed load*Length of the Beam^3)/(52*Sectional Area*Depth of the Beam^2) GO
Deflection for Solid Rectangle When Load in Middle
Deflection of Beam=(Greatest Safe Load*Length of the Beam^3)/(32*Sectional Area*Depth of the Beam^2) GO
Greatest Safe Load for Solid Rectangle When Load is Distributed
Greatest safe distributed load=1780*Sectional Area*Depth of the Beam/Length of the Beam GO
Greatest Safe Load for Solid Cylinder When Load is Distributed
Greatest Safe Load=1333*(Sectional Area*Depth of the Beam)/Length of the Beam GO
Greatest Safe Load for Solid Cylinder When Load in Middle
Greatest Safe Load=(667*Sectional Area*Depth of the Beam)/Length of the Beam GO
Greatest Safe Load for Solid Rectangle When Load in Middle
Greatest Safe Load=890*Sectional Area*Depth of the Beam/Length of the Beam GO
Stress in Concrete
Stress=2*Bending moment/(Ratio k*Ratio j*Beam Width*Depth of the Beam^2) GO

4 Other formulas that calculate the same Output

The total horizontal shear
Horizontal Shearing Stress= (0.85*28 Day Compressive Strength of Concrete*Actual area of effective concrete)/2 GO
Horizontal Shearing Stress in a Rectangular Timber Beam
Horizontal Shearing Stress= (3*Total Shear)/(2*width of beam*Height of Beam) 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 when Notch in the Lower Face Formula

Horizontal Shearing Stress=(3*Total Shear/(2*width of beam*depth of beam above notch))*(Depth of the Beam/depth of beam above notch)
H<sub>=(3*V/(2*b*d1))*(D/d1)
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 Width when Horizontal Shearing Stress is Given GO
Beam Depth when Horizontal Shearing Stress is Given GO
Modified Total End Shear for Uniform Loading GO
Modified Total End Shear for Concentrated Loads GO

What is Horizontal Shearing Stress?

A shear also comes in two forms either vertical or horizontal. The first is called a horizontal shear as it leaves the y coordinate of each point alone, skewing the points horizontally.

How to Calculate Horizontal Shearing Stress in a Rectangular Timber Beam when Notch in the Lower Face?

Horizontal Shearing Stress in a Rectangular Timber Beam when Notch in the Lower Face calculator uses Horizontal Shearing Stress=(3*Total Shear/(2*width of beam*depth of beam above notch))*(Depth of the Beam/depth of beam above notch) to calculate the Horizontal Shearing Stress, The Horizontal Shearing Stress in a Rectangular Timber Beam when Notch in the Lower Face formula calculates the shearing stress acting horizontally to the section. Horizontal Shearing Stress and is denoted by H symbol.

How to calculate Horizontal Shearing Stress in a Rectangular Timber Beam when Notch in the Lower Face using this online calculator? To use this online calculator for Horizontal Shearing Stress in a Rectangular Timber Beam when Notch in the Lower Face, enter Total Shear (V), width of beam (b), depth of beam above notch (d1) and Depth of the Beam (D) and hit the calculate button. Here is how the Horizontal Shearing Stress in a Rectangular Timber Beam when Notch in the Lower Face calculation can be explained with given input values -> 1524 = (3*100/(2*0.001*0.005))*(0.254000000001016/0.005).

FAQ

What is Horizontal Shearing Stress in a Rectangular Timber Beam when Notch in the Lower Face?
The Horizontal Shearing Stress in a Rectangular Timber Beam when Notch in the Lower Face formula calculates the shearing stress acting horizontally to the section and is represented as H or Horizontal Shearing Stress=(3*Total Shear/(2*width of beam*depth of beam above notch))*(Depth of the Beam/depth of beam above notch). Total Shear is defined as the total shear force acting on the body, width of beam is the measure of beam width, depth of beam above notch is the distance between beam and the notch and Depth of the Beam is the overall depth of the cross section of the beam perpendicular to the axis of the beam.
How to calculate Horizontal Shearing Stress in a Rectangular Timber Beam when Notch in the Lower Face?
The Horizontal Shearing Stress in a Rectangular Timber Beam when Notch in the Lower Face formula calculates the shearing stress acting horizontally to the section is calculated using Horizontal Shearing Stress=(3*Total Shear/(2*width of beam*depth of beam above notch))*(Depth of the Beam/depth of beam above notch). To calculate Horizontal Shearing Stress in a Rectangular Timber Beam when Notch in the Lower Face, you need Total Shear (V), width of beam (b), depth of beam above notch (d1) and Depth of the Beam (D). With our tool, you need to enter the respective value for Total Shear, width of beam, depth of beam above notch and Depth of the 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, depth of beam above notch and Depth of the 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*Height of Beam)
  • 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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