List of moments of inertia - Wikipedia List of moments of inertia In physics and applied mathematics, the mass moment of inertia, usually denoted by I, measures the extent to which an object resists rotational acceleration about a particular axis, and is the rotational analogue to mass. Mass moments of inertia have units of dimension ML ( ( mass ) × ( length ) ). It should not be confused with the second moment of area, which is used in beam calculations. The mass moment of inertia is often also known as the rotational inertia, and sometimes as the angular mass. For simple objects with geometric symmetry, one can often determine the moment of inertia in an exact closed - form expression. Typically this occurs when the mass density is constant, but in some cases the density can vary throughout the object as well. In general, it may not be straightforward to symbolically express the moment of inertia of shapes with more complicated mass distributions and lacking symmetry. When calculating moments of inertia, it is useful to remember that it is an additive function and exploit the parallel axis and perpendicular axis theorems. This article mainly considers symmetric mass distributions, with constant density throughout the object, and the axis of rotation is taken to be through the center of mass unless otherwise specified. Contents 1 Moments of inertia 2 List of 3D inertia tensors 3 See also 4 References 5 External links Moments of inertia It is requested that a mathematical diagram or diagrams be included in this article to improve its quality. Specific illustrations, plots or diagrams can be requested at the Graphic Lab. For more information, refer to discussion on this page and / or the listing at Wikipedia : Requested images. Following are scalar moments of inertia. In general, the moment of inertia is a tensor, see below. Description Figure Moment ( s ) of inertia Point mass M at a distance r from the axis of rotation. A point mass does not have a moment of inertia around its own axis, but using the parallel axis theorem a moment of inertia around a distant axis of rotation is achieved. I = M r 2 ( displaystyle I = Mr ^ ( 2 ) ) Two point masses, m and m, with reduced mass μ and separated by a distance, x about an axis passing through the center of mass of the system and perpendicular to the line joining the two particles. I = m 1 m 2 m 1 + m 2 x 2 = μ x 2 ( displaystyle I = ( \frac ( m_ ( 1 ) m_ ( 2 ) ) ( m_ ( 1 ) ! + ! m_ ( 2 ) ) ) x ^ ( 2 ) = mu x ^ ( 2 ) ) Rod of length L and mass m, rotating about its center. This expression assumes that the rod is an infinitely thin ( but rigid ) wire. This is a special case of the thin rectangular plate with axis of rotation at the center of the plate, with w = L and h = 0. I c e n t e r = 1 12 m L 2 ( displaystyle I_ ( mathrm ( center ) ) = ( \frac ( 1 ) ( 12 ) ) mL ^ ( 2 ) , ! ) Rod of length L and mass m, rotating about one end. This expression assumes that the rod is an infinitely thin ( but rigid ) wire. This is also a special case of the thin rectangular plate with axis of rotation at the end of the plate, with h = L and w = 0. I e n d = 1 3 m L 2 ( displaystyle I_ ( mathrm ( end ) ) = ( \frac ( 1 ) ( 3 ) ) mL ^ ( 2 ) , ! ) Thin circular hoop of radius r and mass m. This is a special case of a torus for a = 0 ( see below ), as well as of a thick - walled cylindrical tube with open ends, with r = r and h = 0. I z = m r 2 ( displaystyle I_ ( z ) = mr ^ ( 2 ) ! ) I x = I y = 1 2 m r 2 ( displaystyle I_ ( x ) = I_ ( y ) = ( \frac ( 1 ) ( 2 ) ) mr ^ ( 2 ) , ! ) Thin, solid disk of radius r and mass m. This is a special case of the solid cylinder, with h = 0. That I x = I y = I z 2 ( displaystyle I_ ( x ) = I_ ( y ) = ( \frac ( I_ ( z ) ) ( 2 ) ) , ) is a consequence of the perpendicular axis theorem. I z = 1 2 m r 2 ( displaystyle I_ ( z ) = ( \frac ( 1 ) ( 2 ) ) mr ^ ( 2 ) , ! ) I x = I y = 1 4 m r 2 ( displaystyle I_ ( x ) = I_ ( y ) = ( \frac ( 1 ) ( 4 ) ) mr ^ ( 2 ) , ! ) Thin cylindrical shell with open ends, of radius r and mass m. This expression assumes that the shell thickness is negligible. It is a special case of the thick - walled cylindrical tube for r = r. Also, a point mass m at the end of a rod of length r has this same moment of inertia and the value r is called the radius of gyration. I ≈ m r 2 ( displaystyle I approx mr ^ ( 2 ) , ! ) Solid cylinder of radius r, height h and mass m. This is a special case of the thick - walled cylindrical tube, with r = 0. I z = 1 2 m r 2 ( displaystyle I_ ( z ) = ( \frac ( 1 ) ( 2 ) ) mr ^ ( 2 ) , ! ) I x = I y = 1 12 m ( 3 r 2 + h 2 ) ( displaystyle I_ ( x ) = I_ ( y ) = ( \frac ( 1 ) ( 12 ) ) m left ( 3r ^ ( 2 ) + h ^ ( 2 ) \right ) ) Thick - walled cylindrical tube with open ends, of inner radius r, outer radius r, length h and mass m. I z = 1 2 m ( r 2 2 + r 1 2 ) = m r 2 2 ( 1 − t + t 2 2 ) ( displaystyle I_ ( z ) = ( \frac ( 1 ) ( 2 ) ) m left ( r_ ( 2 ) ^ ( 2 ) + r_ ( 1 ) ^ ( 2 ) \right ) = mr_ ( 2 ) ^ ( 2 ) left ( 1 - t+ ( \frac ( t ^ ( 2 ) ) ( 2 ) ) \right ) ) where t = ( r − r ) / r is a normalized thickness ratio ; I x = I y = 1 12 m ( 3 ( r 2 2 + r 1 2 ) + h 2 ) ( displaystyle I_ ( x ) = I_ ( y ) = ( \frac ( 1 ) ( 12 ) ) m left ( 3 left ( r_ ( 2 ) ^ ( 2 ) + r_ ( 1 ) ^ ( 2 ) \right ) + h ^ ( 2 ) \right ) ) With a density of ρ and the same geometry I z = π ρ h 2 ( r 2 4 − r 1 4 ) ( displaystyle I_ ( z ) = ( \frac ( pi \rho h ) ( 2 ) ) left ( r_ ( 2 ) ^ ( 4 ) - r_ ( 1 ) ^ ( 4 ) \right ) ) I x = I y = π ρ h 12 ( 3 ( r 2 4 − r 1 4 ) + h 2 ( r 2 2 − r 1 2 ) ) ( displaystyle I_ ( x ) = I_ ( y ) = ( \frac ( pi \rho h ) ( 12 ) ) left ( 3 ( r_ ( 2 ) ^ ( 4 ) - r_ ( 1 ) ^ ( 4 ) ) + h ^ ( 2 ) ( r_ ( 2 ) ^ ( 2 ) - r_ ( 1 ) ^ ( 2 ) ) \right ) ) Regular tetrahedron of side s and mass m I s o l i d = 1 20 m s 2 ( displaystyle I_ ( mathrm ( solid ) ) = ( \frac ( 1 ) ( 20 ) ) ms ^ ( 2 ) , ! ) I h o l l o w = 1 12 m s 2 ( displaystyle I_ ( mathrm ( hollow ) ) = ( \frac ( 1 ) ( 12 ) ) ms ^ ( 2 ) , ! ) Regular octahedron of side s and mass m I x, h o l l o w = I y, h o l l o w = I z, h o l l o w = 1 6 m s 2 ( displaystyle I_ ( x, mathrm ( hollow ) ) = I_ ( y, mathrm ( hollow ) ) = I_ ( z, mathrm ( hollow ) ) = ( \frac ( 1 ) ( 6 ) ) ms ^ ( 2 ) , ! ) I x, s o l i d = I y, s o l i d = I z, s o l i d = 1 10 m s 2 ( displaystyle I_ ( x, mathrm ( solid ) ) = I_ ( y, mathrm ( solid ) ) = I_ ( z, mathrm ( solid ) ) = ( \frac ( 1 ) ( 10 ) ) ms ^ ( 2 ) , ! ) Regular dodecahedron of side s and mass m I x, h o l l o w = I y, h o l l o w = I z, h o l l o w = 39 φ + 28 90 m s 2 ( displaystyle I_ ( x, mathrm ( hollow ) ) = I_ ( y, mathrm ( hollow ) ) = I_ ( z, mathrm ( hollow ) ) = ( \frac ( 39 phi + 28 ) ( 90 ) ) ms ^ ( 2 ) ) I x, s o l i d = I y, s o l i d = I z, s o l i d = 39 φ + 28 150 m s 2 ( displaystyle I_ ( x, mathrm ( solid ) ) = I_ ( y, mathrm ( solid ) ) = I_ ( z, mathrm ( solid ) ) = ( \frac ( 39 phi + 28 ) ( 150 ) ) ms ^ ( 2 ) , ! ) ( where φ = 1 + 5 2 ( displaystyle phi = ( \frac ( 1 + ( sqrt ( 5 ) ) ) ( 2 ) ) ) ) Regular icosahedron of side s and mass m I x, h o l l o w = I y, h o l l o w = I z, h o l l o w = φ 2 6 m s 2 ( displaystyle I_ ( x, mathrm ( hollow ) ) = I_ ( y, mathrm ( hollow ) ) = I_ ( z, mathrm ( hollow ) ) = ( \frac ( phi ^ ( 2 ) ) ( 6 ) ) ms ^ ( 2 ) ) I x, s o l i d = I y, s o l i d = I z, s o l i d = φ 2 10 m s 2 ( displaystyle I_ ( x, mathrm ( solid ) ) = I_ ( y, mathrm ( solid ) ) = I_ ( z, mathrm ( solid ) ) = ( \frac ( phi ^ ( 2 ) ) ( 10 ) ) ms ^ ( 2 ) , ! ) Hollow sphere of radius r and mass m. A hollow sphere can be taken to be made up of two stacks of infinitesimally thin, circular hoops, where the radius differs from 0 to r ( or a single stack, where the radius differs from − r to r ). I = 2 3 m r 2 ( displaystyle I = ( \frac ( 2 ) ( 3 ) ) mr ^ ( 2 ) , ! ) Solid sphere ( ball ) of radius r and mass m. A sphere can be taken to be made up of two stacks of infinitesimally thin, solid discs, where the radius differs from 0 to r ( or a single stack, where the radius differs from − r to r ). I = 2 5 m r 2 ( displaystyle I = ( \frac ( 2 ) ( 5 ) ) mr ^ ( 2 ) , ! ) Sphere ( shell ) of radius r and mass m, with centered spherical cavity of radius r. When the cavity radius r = 0, the object is a solid ball ( above ). When r = r, ( r 2 5 − r 1 5 r 2 3 − r 1 3 ) = 5 3 r 2 2 ( displaystyle left ( ( \frac ( r_ ( 2 ) ^ ( 5 ) - r_ ( 1 ) ^ ( 5 ) ) ( r_ ( 2 ) ^ ( 3 ) - r_ ( 1 ) ^ ( 3 ) ) ) \right ) = ( \frac ( 5 ) ( 3 ) ) r_ ( 2 ) ^ ( 2 ) ), and the object is a hollow sphere. I = 2 5 m ( r 2 5 − r 1 5 r 2 3 − r 1 3 ) ( displaystyle I = ( \frac ( 2 ) ( 5 ) ) m left ( ( \frac ( r_ ( 2 ) ^ ( 5 ) - r_ ( 1 ) ^ ( 5 ) ) ( r_ ( 2 ) ^ ( 3 ) - r_ ( 1 ) ^ ( 3 ) ) ) \right ) , ! ) Right circular cone with radius r, height h and mass m I z = 3 10 m r 2 ( displaystyle I_ ( z ) = ( \frac ( 3 ) ( 10 ) ) mr ^ ( 2 ) , ! ) I x = I y = 3 20 m ( r 2 + 4 h 2 ) ( displaystyle I_ ( x ) = I_ ( y ) = ( \frac ( 3 ) ( 20 ) ) m left ( r ^ ( 2 ) + 4h ^ ( 2 ) \right ) , ! ) Right circular hollow cone with radius r, height h and mass m I z = 1 2 m r 2 ( displaystyle I_ ( z ) = ( \frac ( 1 ) ( 2 ) ) mr ^ ( 2 ) , ! ) I x = I y = 1 4 m ( r 2 + 2 h 2 ) ( displaystyle I_ ( x ) = I_ ( y ) = ( \frac ( 1 ) ( 4 ) ) m left ( r ^ ( 2 ) + 2h ^ ( 2 ) \right ) , ! ) Torus with minor radius a, major radius b and mass m. About an axis passing through the center and perpendicular to the diameter : 1 4 m ( 4 b 2 + 3 a 2 ) ( displaystyle ( \frac ( 1 ) ( 4 ) ) m left ( 4b ^ ( 2 ) + 3a ^ ( 2 ) \right ) ) About a diameter : 1 8 m ( 5 a 2 + 4 b 2 ) ( displaystyle ( \frac ( 1 ) ( 8 ) ) m left ( 5a ^ ( 2 ) + 4b ^ ( 2 ) \right ) ) Ellipsoid ( solid ) of semiaxes a, b, and c with mass m I a = 1 5 m ( b 2 + c 2 ) ( displaystyle I_ ( a ) = ( \frac ( 1 ) ( 5 ) ) m left ( b ^ ( 2 ) + c ^ ( 2 ) \right ) , ! ) I b = 1 5 m ( a 2 + c 2 ) ( displaystyle I_ ( b ) = ( \frac ( 1 ) ( 5 ) ) m left ( a ^ ( 2 ) + c ^ ( 2 ) \right ) , ! ) I c = 1 5 m ( a 2 + b 2 ) ( displaystyle I_ ( c ) = ( \frac ( 1 ) ( 5 ) ) m left ( a ^ ( 2 ) + b ^ ( 2 ) \right ) , ! ) Thin rectangular plate of height h, width w and mass m ( Axis of rotation at the end of the plate ) I e = 1 12 m ( 4 h 2 + w 2 ) ( displaystyle I_ ( e ) = ( \frac ( 1 ) ( 12 ) ) m left ( 4h ^ ( 2 ) + w ^ ( 2 ) \right ) , ! ) Thin rectangular plate of height h, width w and mass m ( Axis of rotation at the center ) I c = 1 12 m ( h 2 + w 2 ) ( displaystyle I_ ( c ) = ( \frac ( 1 ) ( 12 ) ) m left ( h ^ ( 2 ) + w ^ ( 2 ) \right ) , ! ) Solid cuboid of height h, width w, and depth d, and mass m. For a similarly oriented cube with sides of length s ( displaystyle s ), I C M = 1 6 m s 2 ( displaystyle I_ ( mathrm ( CM ) ) = ( \frac ( 1 ) ( 6 ) ) ms ^ ( 2 ) , ! ) I h = 1 12 m ( w 2 + d 2 ) ( displaystyle I_ ( h ) = ( \frac ( 1 ) ( 12 ) ) m left ( w ^ ( 2 ) + d ^ ( 2 ) \right ) ) I w = 1 12 m ( d 2 + h 2 ) ( displaystyle I_ ( w ) = ( \frac ( 1 ) ( 12 ) ) m left ( d ^ ( 2 ) + h ^ ( 2 ) \right ) ) I d = 1 12 m ( w 2 + h 2 ) ( displaystyle I_ ( d ) = ( \frac ( 1 ) ( 12 ) ) m left ( w ^ ( 2 ) + h ^ ( 2 ) \right ) ) Solid cuboid of height D, width W, and length L, and mass m, rotating about the longest diagonal. For a cube with sides s ( displaystyle s ), I = 1 6 m s 2 ( displaystyle I = ( \frac ( 1 ) ( 6 ) ) ms ^ ( 2 ) , ! ). I = 1 6 m ( W 2 D 2 + D 2 L 2 + W 2 L 2 W 2 + D 2 + L 2 ) ( displaystyle I = ( \frac ( 1 ) ( 6 ) ) m left ( ( \frac ( W ^ ( 2 ) D ^ ( 2 ) + D ^ ( 2 ) L ^ ( 2 ) + W ^ ( 2 ) L ^ ( 2 ) ) ( W ^ ( 2 ) + D ^ ( 2 ) + L ^ ( 2 ) ) ) \right ) ) Triangle with vertices at the origin and at P and Q, with mass m, rotating about an axis perpendicular to the plane and passing through the origin. I = 1 6 m ( P ⋅ P + P ⋅ Q + Q ⋅ Q ) ( displaystyle I = ( \frac ( 1 ) ( 6 ) ) m ( mathbf ( P ) cdot mathbf ( P ) + mathbf ( P ) cdot mathbf ( Q ) + mathbf ( Q ) cdot mathbf ( Q ) ) ) Plane polygon with vertices P, P, P,..., P and mass m uniformly distributed on its interior, rotating about an axis perpendicular to the plane and passing through the origin. I = 1 6 m ( ∑ n = 1 N ‖ P n + 1 × P n ‖ ( ( P n ⋅ P n ) + ( P n ⋅ P n + 1 ) + ( P n + 1 ⋅ P n + 1 ) ) ∑ n = 1 N ‖ P n + 1 × P n ‖ ) ( displaystyle I = ( \frac ( 1 ) ( 6 ) ) m left ( ( \frac ( sum limits _ ( n = 1 ) ^ ( N ) mathbf ( P ) _ ( n + 1 ) \times mathbf ( P ) _ ( n ) left ( left ( mathbf ( P ) _ ( n ) cdot mathbf ( P ) _ ( n ) \right ) + left ( mathbf ( P ) _ ( n ) cdot mathbf ( P ) _ ( n + 1 ) \right ) + left ( mathbf ( P ) _ ( n + 1 ) cdot mathbf ( P ) _ ( n + 1 ) \right ) \right ) ) ( sum limits _ ( n = 1 ) ^ ( N ) mathbf ( P ) _ ( n + 1 ) \times mathbf ( P ) _ ( n ) ) ) \right ) ) Plane regular polygon with n - vertices and mass m uniformly distributed on its interior, rotating about an axis perpendicular to the plane and passing through its barycenter. R is the radius of the circumscribed circle. I = 1 2 m R 2 ( 1 − 2 3 sin 2 ⁡ ( π n ) ) ( displaystyle I = ( \frac ( 1 ) ( 2 ) ) mR ^ ( 2 ) left ( 1 - ( \frac ( 2 ) ( 3 ) ) sin ^ ( 2 ) left ( ( \tfrac ( pi ) ( n ) ) \right ) \right ) ) An isosceles triangle of mass M, vertex angle 2β and common - side length L ( axis through tip, perpendicular to plane ) I = 1 2 m L 2 ( 1 − 2 3 sin 2 ⁡ ( β ) ) ( displaystyle I = ( \frac ( 1 ) ( 2 ) ) mL ^ ( 2 ) left ( 1 - ( \frac ( 2 ) ( 3 ) ) sin ^ ( 2 ) left ( \beta \right ) \right ) ) Infinite disk with mass normally distributed on two axes around the axis of rotation with mass - density as a function of x and y : ρ ( x, y ) = m 2 π a b e − ( ( x / a ) 2 + ( y / b ) 2 ) / 2, ( displaystyle \rho ( x, y ) = ( \tfrac ( m ) ( 2 pi ab ) ) , e ^ ( - ( ( x / a ) ^ ( 2 ) + ( y / b ) ^ ( 2 ) ) / 2 ) ,, ) I = m ( a 2 + b 2 ) ( displaystyle I = m ( a ^ ( 2 ) + b ^ ( 2 ) ) , ! ) Uniform disk about an axis perpendicular to its edge. I = 3 2 m r 2 ( displaystyle I = ( \frac ( 3 ) ( 2 ) ) mr ^ ( 2 ) ) List of 3d inertia tensors This list of moment of inertia tensors is given for principal axes of each object. To obtain the scalar moments of inertia I above, the tensor moment of inertia I is projected along some axis defined by a unit vector n according to the formula : n ⋅ I ⋅ n ≡ n i I i j n j, ( displaystyle mathbf ( n ) cdot mathbf ( I ) cdot mathbf ( n ) equiv n_ ( i ) I_ ( ij ) n_ ( j ) ,, ) where the dots indicate tensor contraction and the Einstein summation convention is used. In the above table, n would be the unit Cartesian basis e, e, e to obtain I, I, I respectively. Description Figure Moment of inertia tensor Solid sphere of radius r and mass m I = ( 2 5 m r 2 0 0 0 2 5 m r 2 0 0 0 2 5 m r 2 ) ( displaystyle I = ( \begin ( bmatrix ) ( \frac ( 2 ) ( 5 ) ) mr ^ ( 2 ) &0&0 0& ( \frac ( 2 ) ( 5 ) ) mr ^ ( 2 ) &0 0&0& ( \frac ( 2 ) ( 5 ) ) mr ^ ( 2 ) end ( bmatrix ) ) ) Hollow sphere of radius r and mass m I = ( 2 3 m r 2 0 0 0 2 3 m r 2 0 0 0 2 3 m r 2 ) ( displaystyle I = ( \begin ( bmatrix ) ( \frac ( 2 ) ( 3 ) ) mr ^ ( 2 ) &0&0 0& ( \frac ( 2 ) ( 3 ) ) mr ^ ( 2 ) &0 0&0& ( \frac ( 2 ) ( 3 ) ) mr ^ ( 2 ) end ( bmatrix ) ) ) Solid ellipsoid of semi-axes a, b, c and mass m I = ( 1 5 m ( b 2 + c 2 ) 0 0 0 1 5 m ( a 2 + c 2 ) 0 0 0 1 5 m ( a 2 + b 2 ) ) ( displaystyle I = ( \begin ( bmatrix ) ( \frac ( 1 ) ( 5 ) ) m ( b ^ ( 2 ) + c ^ ( 2 ) ) &0&0 0& ( \frac ( 1 ) ( 5 ) ) m ( a ^ ( 2 ) + c ^ ( 2 ) ) &0 0&0& ( \frac ( 1 ) ( 5 ) ) m ( a ^ ( 2 ) + b ^ ( 2 ) ) end ( bmatrix ) ) ) Right circular cone with radius r, height h and mass m, about the apex I = ( 3 5 m h 2 + 3 20 m r 2 0 0 0 3 5 m h 2 + 3 20 m r 2 0 0 0 3 10 m r 2 ) ( displaystyle I = ( \begin ( bmatrix ) ( \frac ( 3 ) ( 5 ) ) mh ^ ( 2 ) + ( \frac ( 3 ) ( 20 ) ) mr ^ ( 2 ) &0&0 0& ( \frac ( 3 ) ( 5 ) ) mh ^ ( 2 ) + ( \frac ( 3 ) ( 20 ) ) mr ^ ( 2 ) &0 0&0& ( \frac ( 3 ) ( 10 ) ) mr ^ ( 2 ) end ( bmatrix ) ) ) Solid cuboid of width w, height h, depth d, and mass m I = ( 1 12 m ( h 2 + d 2 ) 0 0 0 1 12 m ( w 2 + d 2 ) 0 0 0 1 12 m ( w 2 + h 2 ) ) ( displaystyle I = ( \begin ( bmatrix ) ( \frac ( 1 ) ( 12 ) ) m ( h ^ ( 2 ) + d ^ ( 2 ) ) &0&0 0& ( \frac ( 1 ) ( 12 ) ) m ( w ^ ( 2 ) + d ^ ( 2 ) ) &0 0&0& ( \frac ( 1 ) ( 12 ) ) m ( w ^ ( 2 ) + h ^ ( 2 ) ) end ( bmatrix ) ) ) Slender rod along y - axis of length l and mass m about end I = ( 1 3 m l 2 0 0 0 0 0 0 0 1 3 m l 2 ) ( displaystyle I = ( \begin ( bmatrix ) ( \frac ( 1 ) ( 3 ) ) ml ^ ( 2 ) &0&0 0&0&0 0&0& ( \frac ( 1 ) ( 3 ) ) ml ^ ( 2 ) end ( bmatrix ) ) ) Slender rod along y - axis of length l and mass m about center I = ( 1 12 m l 2 0 0 0 0 0 0 0 1 12 m l 2 ) ( displaystyle I = ( \begin ( bmatrix ) ( \frac ( 1 ) ( 12 ) ) ml ^ ( 2 ) &0&0 0&0&0 0&0& ( \frac ( 1 ) ( 12 ) ) ml ^ ( 2 ) end ( bmatrix ) ) ) Solid cylinder of radius r, height h and mass m I = ( 1 12 m ( 3 r 2 + h 2 ) 0 0 0 1 12 m ( 3 r 2 + h 2 ) 0 0 0 1 2 m r 2 ) ( displaystyle I = ( \begin ( bmatrix ) ( \frac ( 1 ) ( 12 ) ) m ( 3r ^ ( 2 ) + h ^ ( 2 ) ) &0&0 0& ( \frac ( 1 ) ( 12 ) ) m ( 3r ^ ( 2 ) + h ^ ( 2 ) ) &0 0&0& ( \frac ( 1 ) ( 2 ) ) mr ^ ( 2 ) end ( bmatrix ) ) ) Thick - walled cylindrical tube with open ends, of inner radius r, outer radius r, length h and mass m I = ( 1 12 m ( 3 ( r 1 2 + r 2 2 ) + h 2 ) 0 0 0 1 12 m ( 3 ( r 1 2 + r 2 2 ) + h 2 ) 0 0 0 1 2 m ( r 1 2 + r 2 2 ) ) ( displaystyle I = ( \begin ( bmatrix ) ( \frac ( 1 ) ( 12 ) ) m ( 3 ( r_ ( 1 ) ^ ( 2 ) + r_ ( 2 ) ^ ( 2 ) ) + h ^ ( 2 ) ) &0&0 0& ( \frac ( 1 ) ( 12 ) ) m ( 3 ( r_ ( 1 ) ^ ( 2 ) + r_ ( 2 ) ^ ( 2 ) ) + h ^ ( 2 ) ) &0 0&0& ( \frac ( 1 ) ( 2 ) ) m ( r_ ( 1 ) ^ ( 2 ) + r_ ( 2 ) ^ ( 2 ) ) end ( bmatrix ) ) ) See also Parallel axis theorem Perpendicular axis theorem List of second moments of area References ^ Jump up to : Raymond A. Serway ( 1986 ). Physics for Scientists and Engineers ( 2nd ed. ). Saunders College Publishing. p. 202. ISBN 0 - 03 - 004534 - 7. Jump up ^ Classical Mechanics - Moment of inertia of a uniform hollow cylinder Archived 2008 - 02 - 07 at the Wayback Machine... LivePhysics.com. Retrieved on 2008 - 01 - 31. ^ Jump up to : Satterly, John ( 1958 ). `` The Moments of Inertia of Some Polyhedra ''. The Mathematical Gazette. Mathematical Association. 42 ( 339 ) : 11 -- 13. doi : 10.2307 / 3608345. JSTOR 3608345. ^ Jump up to : Ferdinand P. Beer and E. Russell Johnston, Jr ( 1984 ). Vector Mechanics for Engineers, fourth ed. McGraw - Hill. p. 911. ISBN 0 - 07 - 004389 - 2. ^ Jump up to : Eric W. Weisstein. `` Moment of Inertia -- Ring ''. Wolfram Research. Retrieved 2016 - 12 - 14. ^ Jump up to : David Morin ( 2010 ). Introduction to Classical Mechanics : With Problems and Solutions ; first edition ( 8 january 2010 ). Cambridge University Press. p. 320. ISBN 0521876222. Jump up ^ `` Archived copy ''. Archived from the original on 2015 - 09 - 24. Retrieved 2014 - 11 - 23. External links The inertia tensor of a tetrahedron Tutorial on deriving moment of inertia for common shapes Retrieved from `` https://en.wikipedia.org/w/index.php?title=List_of_moments_of_inertia&oldid=853076161 '' Categories : Wikipedia requested mathematical diagrams Mechanics Physics - related lists Physical quantities Rigid bodies Tensors Hidden categories : Webarchive template wayback links All Wikipedia requested diagram images Talk Contents About Wikipedia Deutsch 한국어 हिन्दी Bahasa Indonesia עברית Magyar Bahasa Melayu Polski Português Русский Shqip Slovenčina Українська 中文 6 more Edit links This page was last edited on 2 August 2018, at 08 : 17 ( UTC ). Text is available under the Creative Commons Attribution - ShareAlike License ; additional terms may apply. By using this site, you agree to the Terms of Use and Privacy Policy. 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Question: mass moment of inertia of cylinder and thin disc
Answer: h = 0