Moment of Inertia of a Triangular Prism

In summary, the conversation discusses finding the moment of inertia for a triangular prism of mass M, with equilateral triangle ends of side 2a and axis on the z axis. The individual calculates the moment of inertia using the equation I = integral of [ (x^2 + y^2) dm] and determines the products of inertia should be zero due to symmetry. However, there are some errors in the integration process and the final result of the moment of inertia being negative raises concerns.
  • #1
Oijl
113
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Homework Statement


A triangular prism of mass M, whose two ends are equilateral triangles parallel to the xy plane with side 2a, is centered on the origin with its axis on the z axis. Find its moment of inertia for rotation about the z axis. Without doing any integrals write down and explain its two products of inertia for rotation about the z axis.

Homework Equations


The Attempt at a Solution


I've arrived at a soultion, but I'd like to see what other people think, if it is right or not.

I know that the moment of inertia (here, just I), is this:

I = integral of [ (x^2 + y^2) dm]
and
p = M/V, so
dm = pdV, so
I = p * integral of [ (x^2 + y^2) dV], so
I = p * triple integral of [ (x^2 + y^2) dx dy dz]

This will need to be done as the sum of two integrals, since there is a discontinuity in the change in y.

For the first integral:
The limits of the x integral are -a to 0.
The limits of the y integral are -a/√3 to 2a/√3.
The limits of the z integral are, let's say, 0 to h.

I evaluated this to be p*h*(-4/3)(a^4)/(√3)
Since p = M/V and V = (h*a^2)/(√3), the first integral equals
M*(-4/3)(a^2)

For the second integral:

The limits of the x integral are 0 to a.
The limits of the y integral are 2a/√3 to -a/√3.
The limits of the z integral are 0 to h.

I evaluated this to be, of course, the same thing,
M*(-4/3)(a^2)

So,
I = (-8/3)(a^2)M

That should be the moment of inertia for rotation about the z axis.

The products of inertia should both be zero (because of symmetry).

Does this seem right? More importantly, is it right? Thank you for looking at it.
 
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  • #2
Oijl said:
I know that the moment of inertia (here, just I), is this:

I = integral of [ (x^2 + y^2) dm]
and
p = M/V, so
dm = pdV, so
I = p * integral of [ (x^2 + y^2) dV], so
I = p * triple integral of [ (x^2 + y^2) dx dy dz]

This will need to be done as the sum of two integrals, since there is a discontinuity in the change in y.

For the first integral:
The limits of the x integral are -a to 0.
The limits of the y integral are -a/√3 to 2a/√3.
The limits of the z integral are, let's say, 0 to h.

The limits of integration are not being handled correctly. For a fixed value of x, the upper limit of y will depend on x.

Oijl said:
I evaluated this to be p*h*(-4/3)(a^4)/(√3)
Since p = M/V and V = (h*a^2)/(√3), the first integral equals
M*(-4/3)(a^2)
For the second integral:
I evaluated this to be, of course, the same thing,
M*(-4/3)(a^2)

So,
I = (-8/3)(a^2)M

The negative value for the moment of inertia is a red flag.

Oijl said:
The products of inertia should both be zero (because of symmetry).
Yes.
 

FAQ: Moment of Inertia of a Triangular Prism

What is the formula for calculating the moment of inertia of a triangular prism?

The moment of inertia of a triangular prism can be calculated using the formula I = (1/12) * m * h^2 * (a^2 + b^2), where m is the mass of the prism, h is the height of the prism, and a and b are the base lengths of the triangular cross-section.

How does the moment of inertia of a triangular prism compare to that of other shapes?

The moment of inertia of a triangular prism is typically larger than that of a rectangular prism with the same base and height. This is because the triangular cross-section is further away from the axis of rotation, resulting in a larger moment of inertia.

What factors affect the moment of inertia of a triangular prism?

The moment of inertia of a triangular prism is affected by its mass, height, and the lengths of its base sides. It also depends on the axis of rotation, as the moment of inertia can differ for different axes passing through the center of mass.

How is the moment of inertia of a triangular prism used in real-world applications?

The moment of inertia of a triangular prism is an important property in engineering and physics, as it helps determine the stability and resistance to rotation of structures. It is also used in calculating the rotational kinetic energy of objects.

Can the moment of inertia of a triangular prism be negative?

No, the moment of inertia cannot be negative as it is a measure of an object's resistance to rotation. It is always a positive value, and can only be zero for objects with no mass or for points located at the axis of rotation.

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