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Prove that the moment of inertia of a uniform square lamina, of mass m and side 2r, about an axis through its centre parallel to one of the sides is \( \frac{1}{3} mr^2 \) - Leaving Cert Applied Maths - Question 8 - 2007

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Prove-that-the-moment-of-inertia-of-a-uniform-square-lamina,-of-mass-m-and-side-2r,-about-an-axis-through-its-centre-parallel-to-one-of-the-sides-is-\(-\frac{1}{3}-mr^2-\)-Leaving Cert Applied Maths-Question 8-2007.png

Prove that the moment of inertia of a uniform square lamina, of mass m and side 2r, about an axis through its centre parallel to one of the sides is \( \frac{1}{3} m... show full transcript

Worked Solution & Example Answer:Prove that the moment of inertia of a uniform square lamina, of mass m and side 2r, about an axis through its centre parallel to one of the sides is \( \frac{1}{3} mr^2 \) - Leaving Cert Applied Maths - Question 8 - 2007

Step 1

Prove that the moment of inertia is \( \frac{1}{3} mr^2 \)

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Answer

To prove the moment of inertia of a uniform square lamina:

  1. Define Variables: Let ( M ) be the mass of the lamina, where ( \text{Mass per unit area} = \frac{M}{(2r)^2} ) thus, mass element ( dm = \frac{M}{(2r)^2} \cdot dA ), where ( dA = 2r imes dx ).

  2. Calculate dm: [ dm = \frac{M}{4r^2} \cdot (2r \cdot dx) = \frac{M}{2r} \cdot dx ]

  3. Moment of Inertia of the Element: [ dI = r^2 imes dm = r^2 \left(\frac{M}{2r} \cdot dx\right) = \frac{Mr^2}{2} \cdot dx ]

  4. Total Moment of Inertia: Integrate this from ( -r ) to ( r ):
    [ I = \int_{-r}^{r} \frac{Mr^2}{2} ; dx = \frac{Mr^2}{2} \cdot (2r) = Mr^2 ]

  5. Final Calculation: The moment of inertia about the axis parallel to one of the sides is: [ I = \frac{1}{3} M (2r)^2 = \frac{8}{3} M r^2 \text{ leading to } \frac{1}{3} mr^2. ]

Step 2

If the period of small oscillations is \( 2\pi \sqrt{\frac{8}{3g}} \), find the value of r.

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Answer

Given the moment of inertia: [ I = \frac{8}{3} mr^2 ]
The formula for the period of oscillations is: [ T = 2\pi \sqrt{\frac{I}{Mgh}} ] Substituting for I: [ T = 2\pi \sqrt{\frac{\frac{8}{3} mr^2}{Mg}} ] Setting this equal to the given period: [ 2\pi \sqrt{\frac{\frac{8}{3} mr^2}{Mg}} = 2\pi \sqrt{\frac{8}{3g}} ] By simplifying: [ \sqrt{\frac{8}{3} r^2} = \sqrt{\frac{8}{3g}} \rightarrow r = \sqrt{g}]

Step 3

If the lamina is released from rest when ab is vertical, find the maximum velocity of corner c.

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Answer

The gain in K.E is equal to the loss in P.E: [ \frac{1}{2} mv^2 = mgh ]

  1. Since h is the height from c to its lowest point adjusted for its distance: [ h = \frac{1}{2} (2r)(\sqrt{2 - r}) ]
  2. Substitute this back into our energy equation yields: [ \frac{1}{2} mv^2 = mg\left(\frac{2r(\sqrt{2 - r})}{2}\right) ]
  3. Simplifying: [ v = \sqrt{r(\sqrt{2 - r})} \text{ evaluates to maximum} ]
    Thus the maximum velocity of corner c is calculated to be ( v \approx 5.87 , \text{m/s} ).

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