MI of rectangular and triangular lamina

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SUMMARY

The discussion focuses on calculating the moment of inertia (MI) for cuboid, rectangular, and triangular lamina using the formula I = ∫ r² dm, specifically for two-dimensional area density. The user seeks clarification on the limits of integration when deriving the formula for a rectangular lamina with dimensions 2a and 2b. Additionally, there is confusion regarding the definition of moment of inertia about a point, as it is stated that such a concept does not exist, raising questions about its application in one-dimensional scenarios.

PREREQUISITES
  • Understanding of moment of inertia concepts
  • Familiarity with integration techniques
  • Knowledge of two-dimensional area density
  • Basic geometry of lamina shapes (rectangular and triangular)
NEXT STEPS
  • Research the derivation of moment of inertia for rectangular lamina using integration
  • Study the application of moment of inertia in two-dimensional shapes
  • Explore the concept of moment of inertia in one-dimensional systems
  • Learn about the differences between mass moment of inertia and area moment of inertia
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Students and educators in physics or engineering, particularly those studying mechanics and material properties, will benefit from this discussion.

Mansi Khanna
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Homework Statement




can anyone please send me the link to calculate the moment of inertia of cuboid,rectangular and triangular lamina ??(along with figure)

Homework Equations





The Attempt at a Solution

 
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Welcome to PF.

Just use the formula:

I = ∫ r2 dm

Taken over all the mass elements.

Since you are interested in lamina then you're only interested in two dimensional area density.
 
thank you so much for your help..
while deriving the formula for rectangular lamina,of sides 2a and 2b(i.e.,length 2a and breadth 2b),when i consider a thin horizontal strip parallel to x-axis at distance y from x-axis and infinitesimally small thickness dy,
after using the formula you have given..what limits of the integral should i take??please help..
one last thing i need to know is that in the link which you have sent,under extended explanation someone's written
WARNING: there is no such thing as moment of inertia about a point
and then the definition of moment of inertia about a point is mentioned...if there's no such thing as moment of inertia about a point then how do we define MI in 1 dimension??
like MI in 2-d is about a line and MI in 3-d is about coordinate axis..then in 1-d is it not supposed to be about a point??
 

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