Given,
Mass of rod,
M=0.1 kg
Length of rod, L=0.1 m
Radius of gyration at center, Kc=L212=0.1212=8.3×10−4m2
Radius of gyration at length's end, Ke=L23=0.123=3.3×10−3m2
Moment of inertia at center, Ic=ML212=0.1×0.1212=8.3×10−5 kgm2
Moment of inertia at length's end, Ie=ML23=0.1×0.123=3.3×10−4 kgm2