A thin rod of mass 0.3 kg and length 0.2 m is suspended horizontally by a metal wire which passes through its centre of mass and is perpendicular to its length. The rod is set to torsional oscillation with a period of 2 s. The thin rod is replaced by an equilateral triangular lamina which is suspended horizontally from its centre of mass. If its period of oscillations is found to be 10 s, the moment of inertia of the triangular lamina about the axis of suspension is approximately.
ω=√CI(torsional oscilation equation)
let ωr, ωl be frequencies of rod and lamina respectively and
ωr=π and ωl=π5
√CIr=π and √CIl=π5
Ir=(π2C)2 and Il=(π225C)−1
Il=25Ir
Ir=112ml2=1120.3×(0.2)2=10−3Il=25×10−3=2.5×10−2kg−m2