Moment of inertia of a rod: axis not through the centre?

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Homework Help Overview

The problem involves calculating the moment of inertia of a meter stick rotating about a vertical axis that does not pass through its center. The context is within the subject area of rotational dynamics, specifically focusing on the moment of inertia for a uniform rod.

Discussion Character

  • Exploratory, Conceptual clarification, Mathematical reasoning

Approaches and Questions Raised

  • The original poster attempts to calculate the moment of inertia by dividing the rod into segments based on their distance from the axis of rotation. Other participants suggest using the parallel axis theorem as an alternative approach, with some seeking clarification on its application.

Discussion Status

The discussion is active, with participants exploring different methods to find the moment of inertia. Some guidance has been provided regarding the parallel axis theorem, and there is an ongoing exchange about the calculations and their validity.

Contextual Notes

Participants note a lack of familiarity with the parallel axis theorem, which may affect their approach to the problem. There is also mention of the original poster's uncertainty regarding the reasonableness of their calculated answer.

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Moment of inertia of a rod: axis not through the centre!?

Homework Statement



A meter stick of mass 0.44 kg rotates, in the horizontal plane, about a vertical
axis passing through the 30 cm mark. What is the moment of inertia of the stick?
(Treat it as a long uniform rod)

Homework Equations



I know that for long uniform rods with length L, if the axis is through the centre, the moment of inertia is (1/12)ML^2. If the axis is through the end, it's (1/3)ML^2.

The Attempt at a Solution



I thought it might work to act as though there were two different weights and splitting the mass according to how far each was from the axis since it's a uniform rod (left side = .3 * .44 kg) (right side = .7*.44kg)

Calling the left side, 30 cm to the left of the axis, A, and the right side of the rod, located 70 to the right of the axis, B, here's what I came up with:

Ia: (1/3)(0.132)*(0.3)^2 = 3.96 x 10^-3 kg*m^2

Ib: (1/3)(.308)(.70)^2 = 5.031 x 10^-2 kg*m^2

I = Ia+Ib = 5.43 x 10^-2 kg*m^2

Does that seem logical? Any input would be greatly appreciated.
Thanks!
-Lauren
 
Last edited:
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Why not just find the moment of inertia through the centre using (1/12)ML2 and then move the axis using the parallel axis theorem?
 


Hmm...the parallel axis theorem hey? Unfortunately I don't know what that is, but I'm looking it up. Are you referring to Iz=Icom+Md^2?
 


wizzle said:
Hmm...the parallel axis theorem hey? Unfortunately I don't know what that is, but I'm looking it up. Are you referring to Iz=Icom+Md^2?

Yes that would be it, where Icom is the moment of inertia through the centre and d is the distance from the centre to the new axis.
 


Great! I calculated I through the centre to be (1/12)ML^2 = (1/12)(.44 kg)(1 m)^2 = 3.67 x 10^-2 kg*m^2.

I then used Iz = Icom + Md^2 = (3.67 x 10^-2 kg*m^2)+(.44 kg)(.2 m)^2 = 5.43 x 10^-2 kg*m^2.

I don't know how to gauge whether that is a reasonable answer. Any chance you can spot a mistake?

Thanks again!
 

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