Area moment of inertia of a triangle

AI Thread Summary
The discussion focuses on calculating the moment of inertia (Ix) of a right triangle with base b and height h about the x-axis using both single and double integral methods. The initial attempt using the single integral method yielded an incorrect result, prompting a reevaluation of the area element (dA) and its limits. The correct approach involves integrating from x=0 to x=b and adjusting the limits for y to reflect the triangle's geometry, specifically y=(h/b)x. The participants confirm that the density does not need to be included since it is already accounted for in dA. The conversation emphasizes the importance of correctly setting up the integrals to achieve the accurate moment of inertia for the triangular area.
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Homework Statement


What is the moment of inertia WRT to the x-axis (Ix) of a right triangle with base b and height h where the legs of the triangle coincide with the x and y axis?
It would be helpful to know both the single integral and double integral method.

Homework Equations


Ix=int(y^2 dA)
where y is the distance from the y-axis to the centroid of area element dA.

The Attempt at a Solution


I let dA=b dy and y=y so the integral looks like this:

int(y^2*b dy) integrating from 0 to h

I get (1/3)*h^3*b but the answer is (1/12)*h^3*b

I'm pretty sure I'm doing something wrong with dA but I'm not sure.
 
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Well consider a small rectangular element of width 'dx' and height 'y'. The moment of inertia of this element about its own center is dIx=(1/12)y3dx.

So the total inertia of the triangle is

Ix= ∫ (1/12)y3 dx.


So now if the triangle starts at the origin and has base length 'b' and height 'h', can you find an expression for 'y'?
 
rock.freak667 said:
Well consider a small rectangular element of width 'dx' and height 'y'. The moment of inertia of this element about its own center is dIx=(1/12)y3dx.

So the total inertia of the triangle is

Ix= ∫ (1/12)y3 dx.So now if the triangle starts at the origin and has base length 'b' and height 'h', can you find an expression for 'y'?

not sure if this would be the same but

Ix= ∫y2dM = ∫∫y2ρdydx

where ρ is density, so you would integrate over volume... well area in this case

y goes 0 to y=h-x

x goes 0 to b
 
Liquidxlax said:
not sure if this would be the same but

Ix= ∫y2dM = ∫∫y2ρdydx

where ρ is density, so you would integrate over volume... well area in this case

y goes 0 to y=h-x

x goes 0 to b

Yes that would work as well but since your shape is in 2D and you are finding the area moment it would be like this

Ix = ∫∫A y2 dA = ∫∫ y2 dydx.

You're correct in the x is from x=0 to x=b.

But for the limits for y - if it starts at y=0, it will end at y=(h/b)x.

I should amend by previous post as you wanted the area inertia about the x-axis, for the single integral, for a rectangular element of width 'dx' and height 'h' the moment of inertia about the x-axis is

dIx= (1/3)y3 dx in which the limits are x=0 to x=b, giving the same answer as the double integral way.
 
Last edited:
rock.freak667 said:
Yes that would work as well but since your shape is in 2D and you are finding the area moment it would be like this

Ix = ∫∫A y2 dA = ∫∫ y2 dydx.

You're correct in the x is from x=0 to x=b.

But for the limits for y - if it starts at y=0, it will end at y=(h/b)x.

I should amend by previous post as you wanted the area inertia about the x-axis, for the single integral, for a rectangular element of width 'dx' and height 'h' the moment of inertia about the x-axis is

dIx= (1/3)y3 dx in which the limits are x=0 to x=b, giving the same answer as the double integral way.


my mistake, I was thinking that b=h for some stupid reason, it would be a centroid right? so the density would cancel out?
 
Liquidxlax said:
my mistake, I was thinking that b=h for some stupid reason, it would be a centroid right? so the density would cancel out?

No you don't need the density as you already have the 'dA' in it.
 
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