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[SOLVED] Moment of inertia of a sign consisting of ring and rectangle
A sign is formed from two uniform discs,each of mass 0.25kg and radius 0.2m,rigidly,fixed to a uniform rectangular lamina ABCD at A and D. This dis attached at A has diameter AE and BAE is a straight line. This disc at D has diameter DF and CDF is a straight line. This discs are in the same plane as ABCD. The mass of the rectangular lamina i M kg and AB=0.6m,BC-1.2m. The sign is hung from smooth supports at E and F with AD horizontal. Show that the moment of inertia of the sign about an axis through F perpendicular to ABCD is (0.39+M)kgm^2.
The Support at E breaks and the sign rotates freely under gravity, in a vertical plane, about the axis through F. Assuming that AD becomes vertical in the subsequent motion when the sign in rotating with angular speed \omega rad s^{-1}. show that,
\omega^2=\frac{2(2-M)}{0.39+M}
What happens if M>2?
Don't know how to prove these moments of intertia and would like to know how, since by using the def'n I=\int r^2 dm I can't get the formulae.
I_{disc}=\frac{1}{2}mr^2
I_{rectangle}=M \frac{a^2+b^2}{3} through a corner
I=I_{centre}+md^2 i.e. parallel axis theorem(PAT)
I_z=I_x+I_y i.e. perpendicular axis theorem
So I have the MOI for a disc about the centre,so I use the PAT to find the MOI about F
which is \frac{1}{2}mr^2+mr^2=\frac{3}{2}mr^2
which is
I_{disc 1}=\frac{3}{2}*0.25*(0.2)^2=0.015
I_{rectangle}=M(\frac{0.6^2+1.2^2}{3})=0.6M
I_{disc 2}=\frac{3}{2}*0.25*(1.2^2)=0.54
Not sure for disc 2, since I put the r=1.2 since the distance of E from F is 1.2m.
So need some help for the first part.
Homework Statement
A sign is formed from two uniform discs,each of mass 0.25kg and radius 0.2m,rigidly,fixed to a uniform rectangular lamina ABCD at A and D. This dis attached at A has diameter AE and BAE is a straight line. This disc at D has diameter DF and CDF is a straight line. This discs are in the same plane as ABCD. The mass of the rectangular lamina i M kg and AB=0.6m,BC-1.2m. The sign is hung from smooth supports at E and F with AD horizontal. Show that the moment of inertia of the sign about an axis through F perpendicular to ABCD is (0.39+M)kgm^2.
The Support at E breaks and the sign rotates freely under gravity, in a vertical plane, about the axis through F. Assuming that AD becomes vertical in the subsequent motion when the sign in rotating with angular speed \omega rad s^{-1}. show that,
\omega^2=\frac{2(2-M)}{0.39+M}
What happens if M>2?
Homework Equations
Don't know how to prove these moments of intertia and would like to know how, since by using the def'n I=\int r^2 dm I can't get the formulae.
I_{disc}=\frac{1}{2}mr^2
I_{rectangle}=M \frac{a^2+b^2}{3} through a corner
I=I_{centre}+md^2 i.e. parallel axis theorem(PAT)
I_z=I_x+I_y i.e. perpendicular axis theorem
The Attempt at a Solution
So I have the MOI for a disc about the centre,so I use the PAT to find the MOI about F
which is \frac{1}{2}mr^2+mr^2=\frac{3}{2}mr^2
which is
I_{disc 1}=\frac{3}{2}*0.25*(0.2)^2=0.015
I_{rectangle}=M(\frac{0.6^2+1.2^2}{3})=0.6M
I_{disc 2}=\frac{3}{2}*0.25*(1.2^2)=0.54
Not sure for disc 2, since I put the r=1.2 since the distance of E from F is 1.2m.
So need some help for the first part.