Moment of Inertia of a Triangular Prism

Click For Summary
SUMMARY

The moment of inertia for a triangular prism with mass M and equilateral triangle ends of side 2a, centered on the origin and rotating about the z-axis, is calculated as I = (-8/3)(a^2)M. The calculation involves integrating the expression I = integral of [(x^2 + y^2) dm], where dm = pdV and p = M/V. The products of inertia for this prism are confirmed to be zero due to symmetry. However, the negative value for the moment of inertia indicates a potential error in the limits of integration.

PREREQUISITES
  • Understanding of moment of inertia concepts
  • Familiarity with triple integrals in calculus
  • Knowledge of mass density (p = M/V)
  • Basic principles of symmetry in physics
NEXT STEPS
  • Review the calculation of moment of inertia for different geometric shapes
  • Study the application of triple integrals in physics problems
  • Learn about the implications of negative values in physical calculations
  • Explore the concept of products of inertia and their significance in mechanics
USEFUL FOR

Students and professionals in physics, particularly those studying mechanics and rotational dynamics, as well as anyone involved in engineering applications requiring the calculation of moment of inertia for complex shapes.

Oijl
Messages
102
Reaction score
0

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.
 
Physics news on Phys.org
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.
 

Similar threads

Replies
2
Views
2K
  • · Replies 3 ·
Replies
3
Views
1K
Replies
25
Views
2K
  • · Replies 11 ·
Replies
11
Views
1K
Replies
52
Views
5K
  • · Replies 4 ·
Replies
4
Views
2K
  • · Replies 28 ·
Replies
28
Views
2K
Replies
11
Views
4K
  • · Replies 8 ·
Replies
8
Views
1K
  • · Replies 1 ·
Replies
1
Views
2K