Moment of Inertia for Square Plate on X Axis

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Homework Help Overview

The discussion revolves around calculating the moment of inertia for a square uniform plate about the x-axis. The original poster expresses confusion about setting up the integral for this specific axis, especially after being familiar with the z-axis calculation.

Discussion Character

  • Exploratory, Assumption checking

Approaches and Questions Raised

  • Participants discuss the setup of the integral, including the mass element and the limits of integration. There is a suggestion to consider the symmetry of the plate and how it affects the integration limits.

Discussion Status

Some guidance has been provided regarding the setup of the integral, including the suggestion to integrate over the area of the plate and the consideration of symmetry. However, there are still questions about the specific limits of integration and the approach to take.

Contextual Notes

The original poster's confusion seems to stem from the transition between calculating the moment of inertia about different axes, and there is an assumption about the origin's placement in relation to the plate.

fightnchikn
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helllo, I am having trouble finding the moment of inertia for a square uniform plate with length h on the sides...how do you go about it when the interia is about the x axis...the z axis is perpendicular to the square in this case... i understand how to do it when it is with respect to the z axis...the double intergral and all but when its on the xaxis i get confused...how do you set that up.
 
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fightnchikn said:
helllo, I am having trouble finding the moment of inertia for a square uniform plate with length h on the sides...how do you go about it when the interia is about the x axis...the z axis is perpendicular to the square in this case... i understand how to do it when it is with respect to the z axis...the double intergral and all but when its on the xaxis i get confused...how do you set that up.
It should be easier to do it for the x-axis than for the z axis. I assume the origin is in the center of the plate, with the x-axis being a line that divides the plate into two equal rectangles. Consider a mass element dm = σdxdy and integrate x^2dm over the area of the plate. The y integral is very simple since there is no function of y in the integrand. You just get h, which is constant for all x. All that is left is the integral of x^2.
 
Now when I integrate what do I integrate from 0 to h?
 
fightnchikn said:
Now when I integrate what do I integrate from 0 to h?
If the axis is as I assumed, it is from -h/2 to +h/2. By symmetry, you could do twice the integral from 0 to h/2 and get the same result.
 

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