Is the Second Moment of Area a Universal Property of Beams?

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Discussion Overview

The discussion revolves around whether the second moment of area is a universal property of beams, specifically focusing on the implications of a beam's curvature and its cross-sectional shape. Participants explore the relationship between the beam's shape and its second moment of area in both curved and straight configurations.

Discussion Character

  • Technical explanation
  • Conceptual clarification
  • Debate/contested

Main Points Raised

  • Claudius questions if the second moment of area remains the same for a beam with a rectangular cross-section when comparing a curved beam to a straight beam.
  • One participant asserts that the second moment of area is dependent solely on the 2-D cross-section of the beam, provided the cross-section is uniform along the beam's length.
  • Another participant provides the formula for the second moment of area for a rectangular section about the centroidal axis, noting the units involved.
  • A participant seeks clarification on Claudius's mention of "curved" and "straight" beams, suggesting that the analysis remains valid as long as certain engineering beam theory conditions are met, including the effect of any preload on calculations.

Areas of Agreement / Disagreement

Participants express differing views on the implications of beam curvature on the second moment of area, with some asserting it remains constant under certain conditions while others seek clarification on the specifics of the scenario presented.

Contextual Notes

Participants reference conditions for engineering beam theory, such as plane sections remaining plane and small deflections compared to beam length, which may influence the applicability of their claims.

Iclaudius
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Hello my friends, so I am once again confused :frown:

Is the second moment of area a universal property of a beam i.e the beams cross section?
So what i mean to say is - if i have a beam and it is curved with a rectangular cross section, and take this same beam and ensure it to be now straight - will the second moment of area be the same in the two beams?

I = bd^(2)/2

where b =width
and d = depth

(let me know if my asking for help is poorly worded)

Appreciate the help,
Claudius
 
Last edited:
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Yes, the second moment of area is only dependent on a 2-D section of the beam. As long as the cross-section is uniform along the length of the beam, you should be good to go.
 
For a rectangular section, I = bd^3/12 about the centroidal axis. Second area moments have units of L^4.
 
if i have a beam and it is curved with a rectangular cross section, and take this same beam and ensure it to be now straight

I'm confused about what you mean here.
Are you suggesting you apply some preload to straighten the beam longitudinally?

Your analysis will still be the same, with the same values for I so long as you remain within the conditions for engineering beam theory. That is a preload will not affect I.

The principal ones are:

Plane sections remain plane.
Deflections are small compared with the length.

And, of course, you add in the effect of any preload to your calculations.
 

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