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Homework Statement
The attachment shows an equilateral triangle of side length "2d"
It is a uniform triangle in the 2-D space.
Mass of triangle = M
I have to find the moment of inertia about one of its side . I am taking the side [itex]\overline{AB}[/itex] as the axis of rotation (hence i would be finding the Moment of inertia about this line)
The pink lines inside the triangle show an attempt to this problem.
Homework Equations
>Integration
>area of triangle
>[itex]I_{total}[/itex] = [itex]\sum I_{1} + I_{2} + I_{3}... I_{n}[/itex]
>β = 60 degrees
The Attempt at a Solution
Let the mass per unit area of the triangle be = m
The triangle can be considered (approximated) to be composed of many small rods of width Δy and length "x" (where x varies as the equation of the line)
Now, the area of this rod is = 2xΔy
Hence mass of the rod = 2mxΔy
moment of inertia of one of the rod about [itex]\overline{AB}[/itex] = 2mx[itex]y^{2}[/itex]Δy
The equation of the line [itex]\overline{AC}[/itex] is : y = tan(60)x = x[itex]\sqrt{3}[/itex]
x = y/[itex]\sqrt{3}[/itex]
Approximate moment of inertia = [itex]\frac{2m}{\sqrt{3}}[/itex][itex]\sum y^{3} Δy[/itex]
we use integration to find the exact moment of inertia :
[itex]I_{total}[/itex] = [itex]\frac{2m}{\sqrt{3}}[/itex][itex]\int (y)^{3} dy[/itex]
the limits of integration are from 0[itex]\rightarrow\sqrt{3}d[/itex]
Area of triangle = [itex]\sqrt{3}[/itex][itex]d^{2}[/itex]
Moment of inertia of the triangle = [itex]\frac{3Md^2}{2}[/itex]
The problem is that this answer is wrong, and the correct answer is : [itex]Md^2/2[/itex] [which i have deduced by flipping the triangle (i will post an attachment of the way the triangle was oriented which lead me to the correct answer] However the method for both was same, and the orientation of the triangle should never affect the Moment of inertia as long as it is taken about the same axis .
Attachments
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