Practice portal › Rotational Motion › Moment of Inertia
Asked in CBSE AIPMT 1995 · Standard bodies and axis theorems
Given: a uniform triangular plate with AB=4, BC=3, CA=5, so the angle at B is a right angle.
Idea: for a uniform triangular plate the moment of inertia about a side is I=(Mh²)/6, where h is the perpendicular distance from the opposite vertex to that side.
About AB: the opposite vertex is C, and BC⊥ AB, so h=3 and I_AB=(9M)/6=1.5M.
About BC: the opposite vertex is A, and AB⊥ BC, so h=4 and I_BC=(16M)/6=2.67M.
About CA: h=(AB× BC)/(CA)=(4×3)/5=2.4, so I_CA=(5.76M)/6=0.96M.
So I_BC>I_AB>I_CA, and the correct relation is I_BC>I_AB.
Reading this solution needs no sign-in. You only sign in to practise against the clock and keep your progress.
Practise this with a timer