Area moment of inertia of a triangle

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Homework Help Overview

The discussion revolves around calculating the moment of inertia with respect to the x-axis (Ix) for a right triangle defined by its base (b) and height (h), where the triangle's legs align with the x and y axes. Participants explore different methods, including single and double integrals, to derive the moment of inertia.

Discussion Character

  • Exploratory, Mathematical reasoning, Assumption checking

Approaches and Questions Raised

  • Participants discuss using a single integral approach with the area element dA and the limits of integration. There are attempts to express the moment of inertia in terms of rectangular elements and to derive expressions for y based on the triangle's geometry. Questions arise regarding the limits of integration and the role of density in the calculations.

Discussion Status

The discussion is active, with participants providing various approaches to the problem. Some participants suggest alternative methods and clarify the limits of integration, while others reflect on their previous assumptions and the implications of density in the calculations. There is no explicit consensus yet, as multiple interpretations and methods are being explored.

Contextual Notes

Participants note potential confusion regarding the relationship between base and height, as well as the assumptions about density in the context of area moment calculations. The original poster expresses uncertainty about their initial setup and results.

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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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