Moment of Inertia Equations: What's the Difference and How Do I Use Them?

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SUMMARY

The discussion centers on the moment of inertia (MOI) equations for rectangular, circular, and triangular shapes, specifically focusing on the differences between the equations with and without a bar notation. The equations for a rectangle are given as Ix = (bh^3)/3, Iy = (hb^3)/3 for non-centroidal axes, and I̅x = (bh^3)/12, I̅y = (hb^3)/12 for centroidal axes. The bar notation indicates that the inertia is calculated about the centroid of the figure, while the absence of the bar indicates inertia about other axes. The parallel axis theorem is applied to find the MOI about the centroidal axes.

PREREQUISITES
  • Understanding of moment of inertia concepts
  • Familiarity with the parallel axis theorem
  • Knowledge of geometric shapes: rectangle, circle, triangle
  • Ability to interpret mathematical equations and diagrams
NEXT STEPS
  • Study the derivation of moment of inertia equations for various shapes
  • Learn how to apply the parallel axis theorem in different scenarios
  • Explore the moment of inertia for circular and triangular shapes
  • Practice problems involving centroidal and non-centroidal axes for various shapes
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Students in engineering or physics courses, educators teaching mechanics, and anyone involved in structural analysis or design requiring an understanding of moment of inertia calculations.

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Homework Statement



I was given a formula sheet that shows the moment of inertia equations for three shapes: rectangle, circle, and triangle.

Homework Equations



There seems to be two sets of MOI equations.

Here are the rectangular equations:

Rectanglular:
Ix=\frac{bh^3}{3}, Iy=\frac{hb^3}{3}

\bar{I}x=\frac{bh^3}{12}, \bar{I}y=\frac{hb^3}{12}

What is the difference between the two, besides the denominators and order of variables? How can I remember which ones to use and when to use them?
 
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The equation is selected depending about which axis the inertia is calculated.
Check your sheet with the diagrams of the figures.
 
SteamKing said:
The equation is selected depending about which axis the inertia is calculated.
Check your sheet with the diagrams of the figures.

I've attached the diagram that I'm using. I'm going to be finding the MOI of both axes so I know I have to use both equations, but there are the equations with the "bar" and ones without? That's what is confusing.
 

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The equations with the bar denote the inertia about axes through the centroid of the figure. The equations without the bar denote the inertia about some other axes, as shown on your diagram.
In your figure, the centroidal axes are labeled x0 and y0.
 
SteamKing said:
The equations with the bar denote the inertia about axes through the centroid of the figure. The equations without the bar denote the inertia about some other axes, as shown on your diagram.
In your figure, the centroidal axes are labeled x0 and y0.


Using the parallel axis theorem, I would create a " x' " axis through the centroid for all of the figures, which would be 0.5 in from the original x axis. And then I would use the x-bar equation? Then for the y-axis I would use the equations without the bar? I just want to make sure that I understood your response.
 
Take the rectangle for instance.
Using the centroidal axes x0-y0, Ix with the bar is (bh^3)/12
Applying the parallel axis theorem to find Ix, then Ix = Ix-bar + Ad^2
Ix = (bh^3)/12 + bh * (h/2)^2 = (bh^3)/12 + (bh^3)/4
Ix = (bh^3)*(1+3)/12 = 4(bh^3)/12 = (bh^3)/3
 

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