rakshit gupta
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I am unable to find it.
The discussion focuses on calculating the moment of inertia for an equilateral triangle, specifically for a thin lamina. The integral definition of moment of inertia, represented as $$I \equiv \int r^2 \, dm$$, is emphasized as a crucial method for deriving the value. Participants suggest using the parallel axis theorem to simplify calculations when positioning the axes appropriately. The conversation clarifies the distinction between the second moment of area and mass moment of inertia, guiding users to specify their area of interest.
PREREQUISITESStudents and professionals in physics and engineering, particularly those studying mechanics, structural analysis, or materials science, will benefit from this discussion.
I'm not surprised. What does "motion of inertia" even mean?rakshit gupta said:I am unable to find it.
BvU said:Hello Rakshit, welcome to PF!
Here is an example. But you are well advised to make your own drawing and work out the integral from the definition of moment of inertia $$I \equiv \int r^2 \, dm$$
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For a thin laminaSteamKing said:I'm not surprised. What does "motion of inertia" even mean?
You can determine the second moment of area for a region which is an equilateral triangle, or the mass moment of inertia for a plate or thin lamina which has the shape of an equilateral triangle.
So which are you interested in finding?