Question
Question: Three particles, each of mass 200 g, are kept at the corners of an equilateral triangle of side 10 c...
Three particles, each of mass 200 g, are kept at the corners of an equilateral triangle of side 10 cm. Find (i) the moment of inertia of the system about an axis joining two of the particles and (ii) moment of inertia of the system about an axis passing through one of the particles and perpendicular to the plane of the particles respectively :-

1.5 x 10^{-3} kg-m², 4.0 x 10^{-3} kg-m²
3 x 10^{-3} kg-m², 2.0 x 10^{-3} kg-m²
4.5 x 10^{-3} kg-m², 1.5 x 10^{-3} kg-m²
2 x 10^{-3} kg-m², 1.5 x 10^{-3} kg-m²
1.5 x 10^{-3} kg-m², 4.0 x 10^{-3} kg-m²
Solution
1. Given Data:
- Mass of each particle, m=200 g=0.2 kg
- Side of the equilateral triangle, a=10 cm=0.1 m
2. Moment of Inertia (i) about an axis joining two of the particles:
Let the three particles be A, B, and C. We choose the axis to pass through particles B and C.
- The perpendicular distance of particles B and C from this axis is zero. Hence, their contribution to the moment of inertia is zero.
- The perpendicular distance of particle A from the axis BC is the altitude (h) of the equilateral triangle. For an equilateral triangle of side a, the altitude is h=23a. h=23×0.1 m=0.053 m
- The moment of inertia (I1) about this axis is the sum of mr2 for each particle: I1=mAh2+mB(0)2+mC(0)2 I1=mh2 I1=0.2 kg×(0.053 m)2 I1=0.2×(0.0025×3) I1=0.2×0.0075 I1=0.0015 kg-m2=1.5×10−3 kg-m2
3. Moment of Inertia (ii) about an axis passing through one of the particles and perpendicular to the plane of the particles:
Let the axis pass through particle A and be perpendicular to the plane of the triangle.
- The perpendicular distance of particle A from this axis is zero. Hence, its contribution to the moment of inertia is zero.
- Particles B and C are at a distance a (side length) from particle A. Since the axis is perpendicular to the plane, their perpendicular distances from the axis are a.
- The moment of inertia (I2) about this axis is: I2=mA(0)2+mBa2+mCa2 I2=0+ma2+ma2 I2=2ma2 I2=2×0.2 kg×(0.1 m)2 I2=0.4×0.01 I2=0.004 kg-m2=4.0×10−3 kg-m2
Conclusion:
The moment of inertia for case (i) is 1.5×10−3 kg-m2 and for case (ii) is 4.0×10−3 kg-m2.