Why This Matters
Moment of inertia is the rotational equivalent of mass. It determines how an object responds to torques, whether that's a spinning flywheel, a swinging crane arm, or a rolling wheel. On exams, you need to select the correct formula for a given geometry, apply axis theorems to shift reference points, and understand why mass distribution matters more than total mass for rotation.
The core principle: mass farther from the rotation axis contributes more to rotational inertia. That's why a hollow cylinder resists angular acceleration more than a solid one of the same mass, and why the parallel axis theorem always adds inertia when you move away from the centroid. Don't just memorize the fractions in front of each formula. Understand what each one represents geometrically and when to apply the shortcut theorems.
Fundamental Axis Theorems
These two theorems let you calculate moment of inertia about any axis once you know the centroidal value, saving you from integrating every time.
Parallel Axis Theorem
- I=Icmโ+md2 shifts the rotation axis parallel to the centroidal axis by distance d
- Always adds inertia because md2 is always positive; moving away from the centroid increases rotational resistance
- Essential for composite bodies where you must reference all parts to a common axis before summing
Perpendicular Axis Theorem
- Izโ=Ixโ+Iyโ relates the out-of-plane moment of inertia to two in-plane axes
- Only valid for planar (2D) bodies like thin plates, discs, and laminae
- Useful as a shortcut when one in-plane inertia is known or easily found by symmetry
Compare: Parallel Axis Theorem works for any rigid body. Perpendicular Axis Theorem applies only to flat shapes. Exam problems often test whether you know this limitation.
Cylindrical and Circular Geometries
Rotating machinery, shafts, wheels, and pipes all fall here. The key variable is how mass is distributed radially from the central axis.
Solid Cylinder About Central Axis
- I=21โmr2 is the baseline formula for shafts, rollers, and solid wheels
- The coefficient of 1/2 reflects that mass is distributed from center to edge, so the average r2 contribution is half the outer value
- The same formula applies to a solid disc rotating about the axis perpendicular to its face
Hollow Cylinder About Central Axis
- I=21โm(Router2โ+Rinner2โ) accounts for the missing inner mass
- This gives higher inertia than a solid cylinder of the same total mass because the remaining mass sits farther from the axis
- Critical for pipes, tubes, and flywheels where you want high inertia without excessive weight
- For a thin-walled ring or hoop where RouterโโRinnerโ=R, this simplifies to I=mR2
Circular Disc About Diameter
- I=41โmr2 describes rotation about an axis in the plane of the disc
- This is half the central-axis value because mass is distributed closer to an in-plane axis on average
- You can verify with the perpendicular axis theorem: Izโ=Ixโ+Iyโ gives 21โmr2=2ร41โmr2 โ
Compare: Solid cylinder about central axis (21โmr2) vs. disc about diameter (41โmr2). Same object, different axis, half the inertia. Exam problems frequently test whether you've identified the correct rotation axis.
Slender Rods and Beams
Thin rods are idealized as having all mass along a line. The axis location relative to the rod's length dramatically changes the result.
Thin Rod About Center
- I=121โmL2 describes rotation about the centroidal axis perpendicular to the rod's length
- This is the smallest possible value for a rod because mass is symmetrically distributed about the axis
- Use this as the starting point for parallel axis calculations when the pivot is elsewhere
Thin Rod About End
- I=31โmL2 describes rotation about an axis through one end of the rod
- This is four times the centroidal value because you've shifted the axis by d=L/2
- Derived via the parallel axis theorem: 121โmL2+m(2Lโ)2=121โmL2+41โmL2=31โmL2
Compare: Rod about center (121โmL2) vs. rod about end (31โmL2). This is the classic parallel axis theorem example. If a problem gives you the centroidal inertia and asks about an end pivot, add m(L/2)2.
Rectangular Plates
Flat rectangular shapes appear in structural analysis, doors, and panels. Pay attention to which dimension defines the rotation axis.
Rectangular Plate About Centroidal Axis
- I=121โm(b2+h2) applies to rotation about the axis perpendicular to the plate's face (the z-axis through the center)
- Both dimensions contribute because mass extends in both the b and h directions from the central axis
- For rotation about an in-plane centroidal axis parallel to width b, use I=121โmh2. About the axis parallel to height h, use I=121โmb2.
Rectangular Plate About Edge
- I=31โmh2 describes rotation about an edge parallel to the width
- The same 1/3 factor as the rod about its end appears here because the geometry is analogous in that direction
- Derived from the parallel axis theorem: 121โmh2+m(2hโ)2=31โmh2
Compare: Plate about centroid vs. plate about edge: the coefficient jumps from 1/12 to 1/3, exactly as with rods. Recognizing this pattern helps you catch errors quickly on exams.
Spheres and Triangular Shapes
These geometries appear less frequently but are still fair game, especially for conceptual questions about mass distribution.
Solid Sphere About Diameter
- I=52โmr2 is valid for rotation about any diameter due to symmetry
- The coefficient of 2/5 is smaller than a solid cylinder's 1/2 because a sphere's three-dimensional shape concentrates more mass near the axis
- Important for rolling motion problems where both translation and rotation occur simultaneously
Hollow (Thin-Walled) Sphere About Diameter
- I=32โmr2 applies to a thin spherical shell
- Higher than the solid sphere because all mass sits at the outer radius
Triangular Plate About Base
- I=61โmh2 describes rotation about the base of a uniform triangular lamina, where h is the height measured perpendicular to the base
- The centroidal axis (parallel to the base, through the centroid at h/3 from the base) gives I=181โmh2
- Less common on exams but tests your understanding of how non-uniform shape affects inertia
Compare: Solid sphere (52โmr2) vs. solid cylinder (21โmr2). For the same mass and radius, the sphere has lower inertia because its 3D mass distribution places more material near the axis. This distinction matters in rolling-without-slipping problems.
Quick Reference Table
|
| Solid cylinder / disc | Central (symmetry) axis | 21โmr2 |
| Hollow cylinder | Central axis | 21โm(Ro2โ+Ri2โ) |
| Thin-walled hoop / ring | Central axis | mR2 |
| Circular disc | Diameter (in-plane) | 41โmr2 |
| Thin rod | Center, perpendicular | 121โmL2 |
| Thin rod | End, perpendicular | 31โmL2 |
| Rectangular plate | Centroidal, perpendicular to face | 121โm(b2+h2) |
| Rectangular plate | Centroidal, parallel to width b | 121โmh2 |
| Rectangular plate | Edge, parallel to width | 31โmh2 |
| Solid sphere | Any diameter | 52โmr2 |
| Thin-walled sphere | Any diameter | 32โmr2 |
| Triangular plate | Base | 61โmh2 |
Self-Check Questions
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A solid cylinder and a hollow cylinder have the same mass and outer radius. Which has the greater moment of inertia about the central axis, and why?
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You know the moment of inertia of a thin rod about its center is 121โmL2. Using the parallel axis theorem, derive the moment of inertia about one end.
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The perpendicular axis theorem applies to which type of bodies: 3D solids, planar laminae, or both? What's the key limitation?
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Compare: a circular disc rotating about its central axis versus rotating about a diameter. Which has greater inertia, and by what factor?
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A composite body is made of a rectangular plate with a rod attached at its edge. To find the total moment of inertia about the plate's opposite edge, what strategy would you use? (Hint: you'll need the parallel axis theorem for each component separately, then sum.)