2.3: Moments of Inertia of Some Simple Shapes
( \newcommand{\kernel}{\mathrm{null}\,}\)
A student may well ask: "For how many different shapes of body must I commit to memory the formulas for their moments of inertia?" I would be tempted to say: "None". However, if any are to be committed to memory, I would suggest that the list to be memorized should be limited to those few bodies that are likely to be encountered very often (particularly if they can be used to determine quickly the moments of inertia of other bodies) and for which it is easier to remember the formulas than to derive them. With that in mind I would recommend learning no more than five. In the following, each body is supposed to be of mass m and rotational inertia I.
A rod of length 2l about an axis through the middle, and at right angles to the rod:
I=13ml2
A uniform circular disc of radius a about an axis through the center and perpendicular to the plane of the disc:
I=12ma2
A uniform right-angled triangular lamina about one of its shorter sides - i.e. not the hypotenuse. The other not-hypotenuse side is of length a:
I=16ma2
A uniform solid sphere of radius a about an axis through the center.
I=25ma2
A uniform spherical shell of radius a about an axis through the center.
I=23ma2
I shall now derive the first three of these by calculus. The derivations for the spheres will be left until later.
1.Rod, length 2l (Figure II.2)
The mass of an element δx at a distance x from the middle of the rod is mδx2l.
and its second moment of inertia is
mx2δx2l.
m2l∫l−lx2dx=ml∫l0x2dx=13ml2.
2. Disc, radius a . (Figure II.3)
The area of an elemental annulus, radii r is r+δr is 2πrδr.
The area of the entire disc is πa2.
Therefore the mass of the annulus is
2πrδrmπa2=2mrδra2.
and its second moment of inertia is
2mr3δra2.
The moment of inertia of the entire disc is
2ma2∫a0r3dr=12ma2.
3. Right-angled triangular lamina. (Figure II.4)
The equation to the hypotenuse is y=b(1−x/a).
The area of the elemental strip is yδx=b(1−x/a)δx and the area of the entire triangle is ab2.
Therefore the mass of the elemental strip is 2m(a−x)δxa2.
and its second moment of inertia is 2mx2(a−x)δxa2.
The second moment of inertia of the entire triangle is the integral of this from x=0 to x=a , which is ma26.
Uniform circular lamina about a diameter.
For the sake of one more bit of integration practice, we shall now use the same argument to show that the moment of inertia of a uniform circular disc about a diameter is ma24. However, we shall see later that it is not necessary to resort to integral calculus to arrive at this result, nor is it necessary to commit the result to memory. In a little while it will become immediately apparent and patently obvious, with no calculation, that the moment of inertia must be ma24. However, for the time being, let us have some more calculus practice. See Figure II.5.
The disc is of radius a, and the area of the elemental strip is 2yδx. But y and x are related through the equation to the circle, which is y=(a2−x2)1/2. Therefore the area of the strip is 2(a2−xx)1/2δx. The area of the whole disc is πa2, so the mass of the strip is
m×2(a2−x2)1/2δxπa2=2mπa2×(a2−x2)1/2δx.
The second moment of inertia about the y-axis is
2mπa2×x2(a2−x2)1/2δx.
For the entire disc, we integrate from x=−a to x=+a, or, if you prefer, from x=0 to x=a and then double it. The result ma24 should follow. If you need a hint about how to do the integration, let x=acosθ (which it is, anyway), and be sure to get the limits of integration with respect to θ right.
The moment of inertia of a uniform semicircular lamina of mass m and radius a about its base, or diameter, is also ma24, since the mass distribution with respect to rotation about the diameter is the same. ma24, since the mass distribution with respect to rotation about the diameter is the same.