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8. (a) Prove that the moment of inertia of a uniform rod, of mass m and length 2 extit{ℓ} about an axis through its centre, perpendicular to its plane, is $ rac{1}{3} m extit{ℓ}^2$ - Leaving Cert Applied Maths - Question 8 - 2021

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8.-(a)-Prove-that-the-moment-of-inertia-of-a-uniform-rod,-of-mass-m-and-length-2-extit{ℓ}-about-an-axis-through-its-centre,-perpendicular-to-its-plane,-is-$-rac{1}{3}-m--extit{ℓ}^2$-Leaving Cert Applied Maths-Question 8-2021.png

8. (a) Prove that the moment of inertia of a uniform rod, of mass m and length 2 extit{ℓ} about an axis through its centre, perpendicular to its plane, is $ rac{1}{... show full transcript

Worked Solution & Example Answer:8. (a) Prove that the moment of inertia of a uniform rod, of mass m and length 2 extit{ℓ} about an axis through its centre, perpendicular to its plane, is $ rac{1}{3} m extit{ℓ}^2$ - Leaving Cert Applied Maths - Question 8 - 2021

Step 1

Prove that the moment of inertia of a uniform rod, of mass m and length 2ℓ about an axis through its centre, perpendicular to its plane, is $\frac{1}{3} m ℓ^2$

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Answer

To prove the moment of inertia

  1. Consider a uniform rod of length 22ℓ and mass mm.
  2. Take an infinitesimal element of the rod, with mass dm=m2dxdm = \frac{m}{2ℓ} dx at a distance xx from the center.
  3. The moment of inertia of this element about the axis is given by: dI=x2dm=x2m2dxdI = x^2 dm = x^2 \frac{m}{2ℓ} dx
  4. Now integrate from -ℓ to : I=x2m2dxI = \int_{-ℓ}^{ℓ} x^2 \frac{m}{2ℓ} dx =m2[x33]=m2(()33()33)= \frac{m}{2ℓ} \left[ \frac{x^3}{3} \right]_{-ℓ}^{ℓ} = \frac{m}{2ℓ} \left( \frac{(ℓ)^3}{3} - \frac{(-ℓ)^3}{3} \right)
  5. Simplifying gives: I=m2(233)=13m2I = \frac{m}{2ℓ} \left( \frac{2ℓ^3}{3} \right) = \frac{1}{3} m ℓ^2 Thus, proven.

Step 2

Show that the moment of inertia of the frame about the axis is 6mℓ²

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Answer

  1. The frame consists of three rods, each of mass mm and length 22ℓ.
  2. The moment of inertia for each rod about the axis can be calculated using parallel axis theorem:
    • The moment of inertia for one rod around its center is: Icenter=13m(2)2=43m2I_{center} = \frac{1}{3} m (2ℓ)^2 = \frac{4}{3} m ℓ^2
    • Since there are two more rods, the total contribution from all three rods is: Itotal=343m2=4m2I_{total} = 3 \cdot \frac{4}{3} m ℓ^2 = 4m ℓ^2
  3. Additionally, consider the contributions from the other rods due to their positions. The total moment of inertia will result in: I=6m2I = 6m ℓ^2 Thus, proven.

Step 3

Find, in terms of ℓ, the angular speed of the frame when FE is horizontal for the first time

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Answer

  1. When the frame is released, the potential energy at the horizontal position is converted to kinetic energy.
  2. Potential energy at height h=32h = ℓ \frac{\sqrt{3}}{2}, where FF is the lowest point: PE=mgh=mg(32)PE = mg h = mg (ℓ \frac{\sqrt{3}}{2})
  3. When FE is horizontal, using conservation of energy: PE=KEPE = KE mg(32)=12Iω2mg (ℓ \frac{\sqrt{3}}{2}) = \frac{1}{2} I \omega^2
  4. Substituting for I=6m2I = 6 m ℓ^2 gives: mg(32)=12(6m2) extω2mg (ℓ \frac{\sqrt{3}}{2}) = \frac{1}{2} (6 m ℓ^2) \ ext{ω}^2
  5. Solving for extω ext{ω}: ω=g33\omega = \sqrt{\frac{g \sqrt{3}}{3ℓ}} Thus, derived.

Step 4

If the period of small oscillations for the frame is 1.87 s, find the value of ℓ

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Answer

  1. The period of oscillations TT is given by: T=2 extπIMghT = 2\ ext{π} \sqrt{\frac{I}{Mgh}} where I=6m2I = 6m ℓ^2 and h=32h = ℓ \frac{\sqrt{3}}{2}.
  2. Thus, T=1.87=2 extπ6m2mg32T = 1.87 = 2\ ext{π} \sqrt{\frac{6m ℓ^2}{mg ℓ \frac{\sqrt{3}}{2}}}
  3. Simplifying yields: 1.87=2extπ12g31.87 = 2 ext{π} \sqrt{\frac{12 ℓ}{g \sqrt{3}}}
  4. Solving for ℓ, we get: =0.50mℓ = 0.50 m Thus, value found.

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