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In physics, the **parallel axis theorem**, also known as **Huygens–Steiner theorem** after Christiaan Huygens and Jakob Steiner, can be used to determine the mass moment of inertia or the second moment of area of a rigid body about any axis, given the body's moment of inertia about a parallel axis through the object's centre of mass and the perpendicular distance between the axes.

Suppose a body of mass *m* is made to rotate about an axis *z* passing through the body's center of mass. The body has a moment of inertia *I*_{cm} with respect to this axis. The parallel axis theorem states that if the body is made to rotate instead about a new axis *z′* which is parallel to the first axis and displaced from it by a distance *d*, then the moment of inertia *I* with respect to the new axis is related to *I*_{cm} by

Explicitly, *d* is the perpendicular distance between the axes *z* and *z′*.

The parallel axis theorem can be applied with the stretch rule and perpendicular axis theorem to find moments of inertia for a variety of shapes.

We may assume, without loss of generality, that in a Cartesian coordinate system the perpendicular distance between the axes lies along the *x*-axis and that the centre of mass lies at the origin. The moment of inertia relative to the *z*-axis is

The moment of inertia relative to the axis *z′*, which is a perpendicular distance *r* along the *x*-axis from the centre of mass, is

Expanding the brackets yields

The first term is *I*_{cm}, the second term becomes *mr*^{2}, and the final term is zero since the origin of the coordinates is at the centre of mass. So, the equation becomes:

The parallel axis theorem can be generalized to calculations involving the inertia tensor. Let *I _{ij}* denote the inertia tensor of a body as calculated at the center of mass. Then the inertia tensor

where is the displacement vector from the centre of mass to the new point, and δ_{ij} is the Kronecker delta.

For diagonal elements (when *i* = *j*), displacements perpendicular to the axis of rotation results in the above simplified version of the parallel axis theorem.

The generalized version of the parallel axis theorem can be expressed in coordinate-free notation as

where **E**_{3} is the 3 × 3 identity matrix and is the outer product.

The parallel axes rule also applies to the second moment of area (area moment of inertia) for a plane region *D*:

where *I _{z}* is the area moment of inertia of

The mass properties of a rigid body that is constrained to move parallel to a plane are defined by its center of mass **R** = (*x*, *y*) in this plane, and its polar moment of inertia *I*_{R} around an axis through **R** that is perpendicular to the plane. The parallel axis theorem provides a convenient relationship between the moment of inertia I_{S} around an arbitrary point **S** and the moment of inertia I_{R} about the center of mass **R**.

Recall that the center of mass **R** has the property

where **r** is integrated over the volume *V* of the body. The polar moment of inertia of a body undergoing planar movement can be computed relative to any reference point **S**,

where **S** is constant and **r** is integrated over the volume *V*.

In order to obtain the moment of inertia *I*_{S} in terms of the moment of inertia *I*_{R}, introduce the vector **d** from **S** to the center of mass **R**,

The first term is the moment of inertia *I*_{R}, the second term is zero by definition of the center of mass, and the last term is the total mass of the body times the square magnitude of the vector **d**. Thus,

which is known as the parallel axis theorem.^{[1]}

The inertia matrix of a rigid system of particles depends on the choice of the reference point. There is a useful relationship between the inertia matrix relative to the center of mass **R** and the inertia matrix relative to another point **S**. This relationship is called the parallel axis theorem.

Consider the inertia matrix [I_{S}] obtained for a rigid system of particles measured relative to a reference point **S**, given by

where **r**_{i} defines the position of particle *P*_{i}, *i* = 1, ..., *n*. Recall that [*r*_{i} − *S*] is the skew-symmetric matrix that performs the cross product,

for an arbitrary vector **y**.

Let **R** be the center of mass of the rigid system, then

where **d** is the vector from the reference point **S** to the center of mass **R**. Use this equation to compute the inertia matrix,

Expand this equation to obtain

The first term is the inertia matrix [*I*_{R}] relative to the center of mass. The second and third terms are zero by definition of the center of mass **R**,

And the last term is the total mass of the system multiplied by the square of the skew-symmetric matrix [*d*] constructed from **d**.

The result is the parallel axis theorem,

where **d** is the vector from the reference point **S** to the center of mass **R**.^{[2]}

In order to compare formulations of the parallel axis theorem using skew-symmetric matrices and the tensor formulation, the following identities are useful.

Let [*R*] be the skew symmetric matrix associated with the position vector **R** = (*x*, *y*, *z*), then the product in the inertia matrix becomes

This product can be computed using the matrix formed by the outer product [**R** **R**^{T}] using the identify

where [*E*_{3}] is the 3 × 3 identify matrix.

Also notice, that

where tr denotes the sum of the diagonal elements of the outer product matrix, known as its trace.

- Moment of inertia
- Perpendicular axis theorem
- Stretch rule
- Jakob Steiner
- Christiaan Huygens
- Rigid body dynamics

**^**Paul, Burton (1979),*Kinematics and Dynamics of Planar Machinery*, Prentice Hall, ISBN 978-0-13-516062-6**^**T. R. Kane and D. A. Levinson, Dynamics, Theory and Applications, McGraw-Hill, NY, 2005.