How Do You Calculate the Moment of Inertia for Combined Square Laminas?

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Homework Help Overview

The problem involves calculating the moment of inertia for a combined body made of two uniform square laminas, where one lamina has a greater mass and specific dimensions. The setup includes a rotation axis that is not clearly defined in the provided diagram, leading to some ambiguity in interpretation.

Discussion Character

  • Assumption checking, Problem interpretation, Conceptual clarification

Approaches and Questions Raised

  • Participants discuss the interpretation of the axis of rotation, questioning whether it is the dashed line or another horizontal line through point K. There is also consideration of the perpendicularity of the rotation axis to the laminas.

Discussion Status

The discussion is ongoing, with participants exploring different interpretations of the problem setup and the implications for calculating the moment of inertia. Some guidance has been offered regarding the axis of rotation, but no consensus has been reached on the correct interpretation.

Contextual Notes

There is uncertainty regarding the exact position of the rotation axis as it is not clearly indicated in the diagram, which affects the calculations of the moment of inertia. Participants are working within the constraints of the problem as stated, including the use of the perpendicular axes theorem.

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Homework Statement



Two uniform square laminas are combined into a single body. One lamina ABCD has mass 5m and the other lamina PQRS has mass m. The lamina PQRS has side 2a, and its vertices are at the mid-points of the sides of ABCD, with P on AB and S on AD. The line PS meets AC at K, and the body rotates in a vertical plane about a horizontal axis k through K (see diagram). Find the moment of inertia of the body about k.

Homework Equations



parallel and the perpendicular axes theorems

The Attempt at a Solution



If i understand the question correctly, is the "dashed"(broken)line, the axis about which we need to find the moment of inertia ? If that is the case, here is what i did :Using the perpendicular axes theorem : (let I_{A} be the moment of inertia about the required axis for ABCD only)
2I_{A} = \frac{5m(2a^{2}+2a^{2})}{3}
I_{A} = \frac{10ma^{2}}{3}

Similarly, let I_{B} be the moment of inertia about the required axis for PQRS only :
Using the perpendicular axes theorem,
I_{B} = \frac{ma^{2}}{3}

The total moment of inertia = I_{A} + I_{B}
Total = \frac{11ma^{2}}{3}

The problem is that the solution notes state the answer to be \frac{40ma^{2}}{3}
 

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Since k was not indicated on the diagram it's a bit of a puzzle all right as to what the axis of rotation is. It's supposed to be a "horizontal" axis which would seem to eliminate the dashed line though. I think the intended axis is a "hozizontal" line passing thru point K. In other words, the axis of rotation is parallel to line AB, and also to a line drawn thru SQ, and situated inbetween those two and passing thru point K.

Happy integration!
 
I would interpret rotating "in a ... plane" as meaning the axis is perpendicular to the lamina.
 
haruspex said:
I would interpret rotating "in a ... plane" as meaning the axis is perpendicular to the lamina.

That sounds sound. I agree.
 

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