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Problems in Mathematical Analysis.pdf - pwp.net.ipl.pt

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Sec. II] Moments. Centres of Gravity. Guld<strong>in</strong>'s Theorems 169<br />

In particular: 1) for the curve * = *(s); y=y(s) t whare the parameter s<br />

is the arc length, we have<br />

L L<br />

(ds = V(dx)* + (dy)* is the differential of the arc);<br />

y (s) ds\ M Y =. x (s) ds (2)<br />

Fig. 57 Fig. 58<br />

2) for a plane figure bounded by th3 curve y = y(x), ihz Jt-axis and two<br />

vertical l<strong>in</strong>es x = a and y b t we obta<strong>in</strong><br />

b b<br />

a a<br />

x\y\dx. (3)<br />

Example 1. F<strong>in</strong>d the static moments about the x- and /-axes of a triangle<br />

bounded by the straight l<strong>in</strong>es: ~-f-^ = l, x = 0, // = (Fig. 57)<br />

a b<br />

and<br />

Solution. Here, y = b II ~ )<br />

. Apply<strong>in</strong>g formula (3), we obta<strong>in</strong><br />

2. Moment of <strong>in</strong>ertia. The moment of <strong>in</strong>ertia, about an /-axis, of a imfe-<br />

rial po<strong>in</strong>t of mass m at a distance d from the /-axis, is the number l t -=-tnd 2 .<br />

The moment of <strong>in</strong>ertia, about an /-axis, of a system of n material po<strong>in</strong>ts<br />

with masses m lt m 2t ..., m n is the sum<br />

ab*

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