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Centroid and Moment of Inertia Notes

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Areas <strong>of</strong> Volumes a la <strong>Centroid</strong><br />

• Area = length x width<br />

• Volume = area x dist. <strong>Centroid</strong> travels<br />

• If centroid rotates about an axis, a<br />

circular volume is formed<br />

–Rotate rectangle = a cylinder<br />

–Rotate a circle = a toroid (a donut)<br />

Volume by Rotation<br />

creates a cone<br />

7<br />

8<br />

<strong>Moment</strong> <strong>of</strong> <strong>Inertia</strong><br />

• A mathematical term that<br />

determines the “stiffness to<br />

bending” that a beam would have,<br />

based solely on its cross-sectional<br />

shape.<br />

• Units are in 4 – Table 8-1<br />

9<br />

<strong>Moment</strong> <strong>of</strong> <strong>Inertia</strong> Theory<br />

• Important: I c is based around<br />

centroidal axis, NOT like moment<br />

<strong>of</strong> area.<br />

• <strong>Moment</strong> <strong>of</strong> <strong>Inertia</strong> is the Sum <strong>of</strong> all<br />

small areas x (centroidal distance) 2<br />

(above <strong>and</strong> below the axis)<br />

• I c = Σ[(areas) x (y-bars) 2 ]<br />

10<br />

Sample Problem 9<br />

Transfer Formula<br />

• Note that calculations are based<br />

around the centroidal axis, both<br />

about x <strong>and</strong> y.<br />

• Note how beam is “flimsier” when<br />

bent about the Y-Y axis<br />

• Material does not matter in<br />

• Composite beams or beams <strong>of</strong> various<br />

shapes (like I-beams) are calculated<br />

separately, then added.<br />

• I a-a = I x + Ad 2<br />

• Rules: If new axis = part axis, then just<br />

calculate I x<br />

• Rule: If new axis is NOT on part axis,<br />

still figure I x but then add Ad 2 for each<br />

figuring <strong>Moment</strong> <strong>of</strong> <strong>Inertia</strong><br />

11<br />

12<br />

2

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