Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam Solution

STEP 0: Pre-Calculation Summary
Formula Used
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
I = (((bf*V)/(8*bw))*(D^2-dw^2))/τmax+((V*dw^2)/8)/τmax
This formula uses 7 Variables
Variables Used
Area Moment of Inertia - (Measured in Meter⁴) - Area Moment of Inertia is a moment about the centroidal axis without considering mass.
Width of Flange - (Measured in Meter) - Width of Flange is the dimension of the flange measured parallel to the neutral axis.
Shear Force - (Measured in Newton) - Shear Force is the force which causes shear deformation to occur in the shear plane.
Width of Web - (Measured in Meter) - Width of Web (bw) is the effective width of the member for flanged section.
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.
Maximum Shear Stress - (Measured in Pascal) - Maximum Shear Stress is the greatest extent a shear force can be concentrated in a small area.
STEP 1: Convert Input(s) to Base Unit
Width of Flange: 250 Millimeter --> 0.25 Meter (Check conversion here)
Shear Force: 24.8 Kilonewton --> 24800 Newton (Check conversion here)
Width of Web: 0.04 Meter --> 0.04 Meter No Conversion Required
Overall Depth of I Beam: 800 Millimeter --> 0.8 Meter (Check conversion here)
Depth of Web: 15 Millimeter --> 0.015 Meter (Check conversion here)
Maximum Shear Stress: 42 Megapascal --> 42000000 Pascal (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
I = (((bf*V)/(8*bw))*(D^2-dw^2))/τmax+((V*dw^2)/8)/τmax --> (((0.25*24800)/(8*0.04))*(0.8^2-0.015^2))/42000000+((24800*0.015^2)/8)/42000000
Evaluating ... ...
I = 0.000295150907738095
STEP 3: Convert Result to Output's Unit
0.000295150907738095 Meter⁴ -->295150907.738095 Millimeter⁴ (Check conversion here)
FINAL ANSWER
295150907.738095 3E+8 Millimeter⁴ <-- Area Moment of Inertia
(Calculation completed in 00.004 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)

Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam Formula

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
I = (((bf*V)/(8*bw))*(D^2-dw^2))/τmax+((V*dw^2)/8)/τmax

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 Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam?

Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam calculator uses 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 to calculate the Area Moment of Inertia, The Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam is defined as area moment of inertia of cross-section undergoing shearing (unit- mm^4). Area Moment of Inertia is denoted by I symbol.

How to calculate Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam using this online calculator? To use this online calculator for Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam, enter Width of Flange (bf), Shear Force (V), Width of Web (bw), Overall Depth of I Beam (D), Depth of Web (dw) & Maximum Shear Stress max) and hit the calculate button. Here is how the Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam calculation can be explained with given input values -> 0.000295 = (((0.25*24800)/(8*0.04))*(0.8^2-0.015^2))/42000000+((24800*0.015^2)/8)/42000000.

FAQ

What is Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam?
The Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam is defined as area moment of inertia of cross-section undergoing shearing (unit- mm^4) and is represented as I = (((bf*V)/(8*bw))*(D^2-dw^2))/τmax+((V*dw^2)/8)/τmax or 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. Width of Flange is the dimension of the flange measured parallel to the neutral axis, Shear Force is the force which causes shear deformation to occur in the shear plane, Width of Web (bw) is the effective width of the member for flanged section, 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 & Maximum Shear Stress is the greatest extent a shear force can be concentrated in a small area.
How to calculate Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam?
The Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam is defined as area moment of inertia of cross-section undergoing shearing (unit- mm^4) is calculated using 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. To calculate Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam, you need Width of Flange (bf), Shear Force (V), Width of Web (bw), Overall Depth of I Beam (D), Depth of Web (dw) & Maximum Shear Stress max). With our tool, you need to enter the respective value for Width of Flange, Shear Force, Width of Web, Overall Depth of I Beam, Depth of Web & Maximum Shear 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 Area Moment of Inertia?
In this formula, Area Moment of Inertia uses Width of Flange, Shear Force, Width of Web, Overall Depth of I Beam, Depth of Web & Maximum Shear Stress. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Area Moment of Inertia = (Shear Force/(8*Shear Stress))*(Overall Depth of I Beam^2-Depth of Web^2)
  • 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)
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