A uniform thin bar of mass 6kg and length 2.4m is bent to make an equilateral hexagon. The moment of inertia about an axis passing through the centre of mass and perpendicular to the plane is
MOI of AB about P,
IABP=(M6)(l6)212
MOI of AB about O,
IABO=(M6)(l6)212+(M6)(L6×√32)2
Ihexagon0=6IAB0
On putting the value of M=6 kg and L=24m in the above equation, we get,
Ihexagon0= 0.8 kg m2 = 8×10−1kg m2.