Longitudinal Shear Stress in Flange at Lower Depth of I beam Solution

STEP 0: Pre-Calculation Summary
Formula Used
Shear Stress = (Shear Force/(8*Area Moment of Inertia))*(Overall Depth of I Beam^2-Depth of Web^2)
τ = (V/(8*I))*(D^2-dw^2)
This formula uses 5 Variables
Variables Used
Shear Stress - (Measured in Pascal) - Shear Stress, force tending to cause deformation of a material by slippage along a plane or planes parallel to the imposed stress.
Shear Force - (Measured in Newton) - Shear Force is the force which causes shear deformation to occur in the shear plane.
Area Moment of Inertia - (Measured in Meter⁴) - Area Moment of Inertia is a moment about the centroidal axis without considering mass.
Overall Depth of I Beam - (Measured in Meter) - Overall Depth of I Beam is the total height or depth of the I-section from the top fiber of the top flange to the bottom fiber of the bottom flange.
Depth of Web - (Measured in Meter) - Depth of Web is the dimension of the web measured perpendicular to the neutral axis.
STEP 1: Convert Input(s) to Base Unit
Shear Force: 24.8 Kilonewton --> 24800 Newton (Check conversion here)
Area Moment of Inertia: 36000000 Millimeter⁴ --> 3.6E-05 Meter⁴ (Check conversion here)
Overall Depth of I Beam: 800 Millimeter --> 0.8 Meter (Check conversion here)
Depth of Web: 15 Millimeter --> 0.015 Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
τ = (V/(8*I))*(D^2-dw^2) --> (24800/(8*3.6E-05))*(0.8^2-0.015^2)
Evaluating ... ...
τ = 55091736.1111111
STEP 3: Convert Result to Output's Unit
55091736.1111111 Pascal -->55.0917361111111 Megapascal (Check conversion here)
FINAL ANSWER
55.0917361111111 55.09174 Megapascal <-- Shear Stress
(Calculation completed in 00.020 seconds)

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12 I-Beam Calculators

Maximum Longitudinal Shear Stress in Web for I beam
Go Maximum Longitudinal Shear Stress = (((Width of Flange*Shear Force)/(8*Width of Web*Area Moment of Inertia)*(Overall Depth of I Beam^2-Depth of Web^2)))+((Shear Force*Depth of Web^2)/(8*Area Moment of Inertia))
Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam
Go Area Moment of Inertia = (((Width of Flange*Shear Force)/(8*Width of Web))*(Overall Depth of I Beam^2-Depth of Web^2))/Maximum Shear Stress+((Shear Force*Depth of Web^2)/8)/Maximum Shear Stress
Transverse Shear force given Maximum Longitudinal Shear Stress in Web for I beam
Go Shear Force = (Maximum Longitudinal Shear Stress*Width of Web*8*Area Moment of Inertia)/((Width of Flange*(Overall Depth of I Beam^2-Depth of Web^2))+(Width of Web*(Depth of Web^2)))
Moment of Inertia given Longitudinal Shear Stress in Web for I beam
Go Area Moment of Inertia = ((Width of Flange*Shear Force)/(8*Shear Stress*Width of Web))*(Overall Depth of I Beam^2-Depth of Web^2)
Breadth of Web given Longitudinal Shear Stress in Web for I beam
Go Width of Web = ((Width of Flange*Shear Force)/(8*Shear Stress*Area Moment of Inertia))*(Overall Depth of I Beam^2-Depth of Web^2)
Longitudinal Shear Stress in Web for I beam
Go Shear Stress = ((Width of Flange*Shear Force)/(8*Width of Web*Area Moment of Inertia))*(Overall Depth of I Beam^2-Depth of Web^2)
Breadth of Flange Given Longitudinal Shear Stress in Web for I beam
Go Width of Flange = (8*Area Moment of Inertia*Shear Stress*Width of Web)/(Shear Force*(Overall Depth of I Beam^2-Depth of Web^2))
Transverse Shear for Longitudinal Shear Stress in Web for I Beam
Go Shear Force = (8*Area Moment of Inertia*Shear Stress*Width of Web)/(Width of Flange*(Overall Depth of I Beam^2-Depth of Web^2))
Moment of Inertia given Longitudinal Shear Stress at lower edge in Flange of I beam
Go Area Moment of Inertia = (Shear Force/(8*Shear Stress))*(Overall Depth of I Beam^2-Depth of Web^2)
Longitudinal Shear Stress in Flange at Lower Depth of I beam
Go Shear Stress = (Shear Force/(8*Area Moment of Inertia))*(Overall Depth of I Beam^2-Depth of Web^2)
Transverse Shear given Longitudinal Shear Stress in Flange for I beam
Go Shear Force = (8*Area Moment of Inertia*Shear Stress)/(Overall Depth of I Beam^2-Depth of Web^2)
Polar Moment of Inertia given Torsional Shear Stress
Go Polar Moment of Inertia = (Torsional Moment*Radius of Shaft) /(Maximum Shear Stress)

Longitudinal Shear Stress in Flange at Lower Depth of I beam Formula

Shear Stress = (Shear Force/(8*Area Moment of Inertia))*(Overall Depth of I Beam^2-Depth of Web^2)
τ = (V/(8*I))*(D^2-dw^2)

What is Longitudinal Shear Stress?

The Longitudinal Shear Stress in a beam occurs along the longitudinal axis and is visualized by a slip in the layers of the beam. In addition to the transverse shear force, a longitudinal shear force also exists in the beam. This load produces a shear stress called the longitudinal (or horizontal) shear stress.

How to Calculate Longitudinal Shear Stress in Flange at Lower Depth of I beam?

Longitudinal Shear Stress in Flange at Lower Depth of I beam calculator uses Shear Stress = (Shear Force/(8*Area Moment of Inertia))*(Overall Depth of I Beam^2-Depth of Web^2) to calculate the Shear Stress, The Longitudinal Shear Stress in Flange at Lower Depth of I beam formula is defined as the shear stress experienced by the fibers in the flange. Shear Stress is denoted by τ symbol.

How to calculate Longitudinal Shear Stress in Flange at Lower Depth of I beam using this online calculator? To use this online calculator for Longitudinal Shear Stress in Flange at Lower Depth of I beam, enter Shear Force (V), Area Moment of Inertia (I), Overall Depth of I Beam (D) & Depth of Web (dw) and hit the calculate button. Here is how the Longitudinal Shear Stress in Flange at Lower Depth of I beam calculation can be explained with given input values -> 5.5E-5 = (24800/(8*3.6E-05))*(0.8^2-0.015^2).

FAQ

What is Longitudinal Shear Stress in Flange at Lower Depth of I beam?
The Longitudinal Shear Stress in Flange at Lower Depth of I beam formula is defined as the shear stress experienced by the fibers in the flange and is represented as τ = (V/(8*I))*(D^2-dw^2) or Shear Stress = (Shear Force/(8*Area Moment of Inertia))*(Overall Depth of I Beam^2-Depth of Web^2). Shear Force is the force which causes shear deformation to occur in the shear plane, Area Moment of Inertia is a moment about the centroidal axis without considering mass, Overall Depth of I Beam is the total height or depth of the I-section from the top fiber of the top flange to the bottom fiber of the bottom flange & Depth of Web is the dimension of the web measured perpendicular to the neutral axis.
How to calculate Longitudinal Shear Stress in Flange at Lower Depth of I beam?
The Longitudinal Shear Stress in Flange at Lower Depth of I beam formula is defined as the shear stress experienced by the fibers in the flange is calculated using Shear Stress = (Shear Force/(8*Area Moment of Inertia))*(Overall Depth of I Beam^2-Depth of Web^2). To calculate Longitudinal Shear Stress in Flange at Lower Depth of I beam, you need Shear Force (V), Area Moment of Inertia (I), Overall Depth of I Beam (D) & Depth of Web (dw). With our tool, you need to enter the respective value for Shear Force, Area Moment of Inertia, Overall Depth of I Beam & Depth of Web 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 Shear Stress?
In this formula, Shear Stress uses Shear Force, Area Moment of Inertia, Overall Depth of I Beam & Depth of Web. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Shear Stress = ((Width of Flange*Shear Force)/(8*Width of Web*Area Moment of Inertia))*(Overall Depth of I Beam^2-Depth of Web^2)
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