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

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SUMMARY

The discussion focuses on calculating the moment of inertia for two combined square laminas, ABCD and PQRS, with masses 5m and m respectively. The lamina PQRS has a side length of 2a and is positioned such that its vertices are at the midpoints of the sides of ABCD. Using the perpendicular axes theorem, the moment of inertia for ABCD is calculated as I_A = 10ma²/3, and for PQRS as I_B = ma²/3, leading to a total moment of inertia of 11ma²/3. However, the solution notes indicate the correct total moment of inertia is 40ma²/3, suggesting a misunderstanding of the axis of rotation, which is clarified to be a horizontal line through point K.

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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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