A uniform rod of mass m and length l is fixed at one end released from horizontal position as shown in the figure. The angular velocity of the rod when the rod makes an angle 60o with vertical is:
Since total mechanical energy is conserved
P.E.=mgl⋅(sin2(θ2))
K.E.=12I0ω2
Moment of inertia of this road is
I0=ml23
Substituting this in the above equation we get
K.E.=ml2ω26
ml2ω26=mgl⋅(sin2(θ2))
ω=√6glsin2(30∘)
ω=√6glsin(30∘)
ω=12√6gl
ω=√3g2l