Calculating MI of a Uniform Rod: Understanding Differences in Axis Placement

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Discussion Overview

The discussion revolves around the calculation of the moment of inertia (MI) of a uniform rod, particularly focusing on the differences in MI values when calculated about different axes (one through the center and one at the end of the rod). Participants explore the application of the perpendicular axis theorem and its relevance to the rod's geometry.

Discussion Character

  • Technical explanation
  • Debate/contested
  • Conceptual clarification

Main Points Raised

  • One participant calculates the MI of a rod about an axis through its center as 1/6mr² and about an axis at the end as 2/3, questioning why these values differ.
  • Another participant challenges the application of the perpendicular axis theorem to a thin rod, suggesting that the theorem is typically applicable to planar objects and that integration along the rod's length is necessary.
  • A clarification is made regarding the notation used, with one participant indicating that 'r' was intended to represent the length 'l' of the rod.
  • Concerns are raised about the applicability of the perpendicular axis theorem in unsymmetrical situations, with some participants asserting that it can only be applied to planar objects.
  • Discussion includes the nature of moment of inertia, with questions about whether it is a vector or scalar quantity, and the introduction of the moment of inertia tensor for more complex scenarios.
  • Definitions of planar objects are provided, with examples such as thin disks and sheet metal being discussed.

Areas of Agreement / Disagreement

Participants express differing views on the applicability of the perpendicular axis theorem to the rod, with some asserting it is not applicable in unsymmetrical situations while others argue it can be applied to planar mass distributions. The discussion remains unresolved regarding the correct application of the theorem and the interpretation of moment of inertia.

Contextual Notes

There is uncertainty regarding the definitions and assumptions related to the perpendicular axis theorem and its application to non-planar objects. The discussion also highlights the need for clarity on the notation used for dimensions in the context of moment of inertia calculations.

i.mehrzad
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If i take a long rod and calculate the MI about an axis running through the rod the MI when i take the origin as the center of the rod as origin is 1/6mr^2(i.e.1/12+1/12 with the held of perpendicular axis theorem). If i take the MI about the axis keeping the origin at the end of the rod the value becomes 1/3+1/3 i.e. 2/3.
Isn't the MI about the axis through the cylinder supposed to be the same because i cannot imagine any difference in the motion of the rod.
But there is supposed to be some difference? Where is it?
 
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I don't understand how you are applying the perpendicular axis theorem to a thin rod (I assume you mean a cylinder). I assume that r is the radius of the cylinder's cross-section, not its length.

If you apply the perpendicular axis theorem to a disk (I = 0.5mr^2, perpendicular to its center), then you can deduce that I = 0.25mr^2 about a diameter. To apply that to a rod you'll have to integrate along the length (and also use the parallel axis theorem).
 
I think there is a misinterpretation of the letter r. I meant 1/12ml^2 etc. So the r of the previous note is my way of writing l
 
I still don't understand how you are applying the perpendicular axis theorem to the rod. What makes you think you can do that? (For one thing, the perpendicular axis theorem only directly applies to planar objects.)

Also, what do you think the rotational inertia of a thin rod is about an axis running through the rod?
 
I am sorry i could not present my problem very well. But is this statement correct. The Perpendicular axis theorem is not applicable in unsymmetrical situations.
And secondly is MI a vector scalar or what?
 
What do you mean by planar objects i have not understood?
 
i.mehrzad said:
But is this statement correct. The Perpendicular axis theorem is not applicable in unsymmetrical situations.
I would say that is not true: the theorem can be applied to nonsymmetric mass distributions--but they need to be planar (flat).
And secondly is MI a vector scalar or what?
In general, an object is characterized by a moment of inertia tensor, but if you rotate it about a principal axis then the moment of inertia can be described by a scalar. (Check your mechanics text for more on this.)

i.mehrzad said:
What do you mean by planar objects i have not understood?
A planar object is one that is flat--like a piece of sheet metal. (planar = like a plane) A thin disk would be an example of a planar object.

I think you need a better understanding of the perpendicular axis theorem. Here's a good start: http://hyperphysics.phy-astr.gsu.edu/hbase/perpx.html"
 
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