What is the second moment of area?

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The second moment of area, crucial in engineering beam theory, quantifies a beam's resistance to bending and is defined mathematically as I_{yy}=\int_A z^2 \, dA. This integral calculates the distribution of area (A) concerning a specific axis, reflecting how the beam's cross-sectional shape affects its stiffness. There is some confusion regarding the limits of integration, as the area A represents the entire cross-section rather than fixed limits. Understanding how to compute the second moment of area for various shapes and axes involves applying this integral step-by-step. Clarifying these concepts can enhance comprehension of beam behavior under different loading conditions.
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Hi I'm a second year uni student and we're learning the engineering beam theory, and part of the engineering beam theory requires us to know what the second moment of area is. I've scrawled wiki and the internet but I haven't found anything very helpful.

So my question is, what exactly is the second moment of area?
 
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We wish to describe the effects on beam stiffness due to the cross-sectional shape of the beam as a single number (or, in the case that we want to consider more than one loading direction, as a symmetric tensor, which we can represent as a 2×2 matrix); this will be the second moment of area

That's not particularly descriptive.

And also, the definition of the second moment of area is I_{yy}=\int_A z^2 \, dA

But why is the lower limit of intergration A, and there is no upper limit?
 
A is not the limit! In that case the integral symbol represents the area of the region A.
It is some part of the cross-section of the beam.
 
*face palm*

Thanks, I might have some more questions in the near future but I'm done for now.
 
Hey one more question about the second moment of area. How do you find it for any shape and about any axis? I'm still rather confused about the integral thing and it'd be helpful if someone went through the process of getting the second moment of area step by step.

Thanks.
 
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