Properties of the centroid of an area

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SUMMARY

The centroid of an area is calculated using the formula for composite bodies: the sum of individual areas multiplied by their respective centroids divided by the total area. This calculation yields the distance from the axis to the centroid, denoted as y bar for symmetrical cross-sections about the y-axis. Contrary to common belief, the centroid does not guarantee equal areas on either side; it establishes a balance of first moments of area. This principle is particularly relevant in the plastic design of steel cross-sections when subjected to bending beyond their elastic limit.

PREREQUISITES
  • Understanding of composite area calculations
  • Familiarity with centroid and first moments of area
  • Knowledge of symmetrical cross-section properties
  • Basic principles of plastic design in structural engineering
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  • Study the calculation of centroids for various composite shapes
  • Explore the concept of first moments of area in detail
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Structural engineers, civil engineering students, and professionals involved in the design and analysis of composite materials and cross-sections.

Jacobim
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Hello,

I am calculating the centroid of an area using this equation for composite bodies:

sum(indivudual area times individual centroid)/sum(individual area) = distance from axis to centroid

this is just y bar for a cross section that is symmetrical about the y axis

I was under the impression that when you find y bar, then the areas of the cross section on either side of y bar would be equal, but this is not the case. Is this correct and if so why?

I thought surely the centroid would mean there would be equal mass (or area in this case) on either side of it.
 
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No, the centroid establishes the line about which the first moments of area are equal. That comes from the formula for finding the centroid of a composite figure.
 
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You may be interested to know that although the centroidal axis often is used for all sorts of things, the equal are axis has a use in the plastic design of steel cross-sections, when the sections are bent beyond their elastic limit.
 
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