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384 INTEGRAL CALCULUS<br />

A summary of derive standard results for the second<br />

moment of area and radius of gyration of regular<br />

sections are listed in Table 38.1.<br />

Problem 11. Determine the second moment of<br />

area and the radius of gyration about axes AA,<br />

BB and CC for the rectangle shown in Fig. 38.18.<br />

l =12.0 cm<br />

A<br />

C<br />

C<br />

b=4.0 cm<br />

Figure 38.16<br />

centroid may be determined. In the rectangle shown<br />

in Fig. 38.16, I pp = bl3 (from above).<br />

3<br />

From the parallel axis theorem<br />

( 1 2<br />

I pp = I GG + (bl)<br />

2)<br />

bl 3<br />

i.e.<br />

3 = I GG + bl3<br />

4<br />

from which, I GG = bl3<br />

3 − bl3<br />

4 = bl3<br />

12<br />

Perpendicular axis theorem<br />

In Fig. 38.17, axes OX, OY and OZ are mutually<br />

perpendicular. If OX and OY lie in the plane of area<br />

A then the perpendicular axis theorem states:<br />

I OZ = I OX + I OY<br />

B<br />

Figure 38.18<br />

From Table 38.1, the second moment of area about<br />

axis AA,<br />

I AA = bl3<br />

3 = (4.0)(12.0)3<br />

3<br />

Radius of gyration, k AA =<br />

Similarly,<br />

A<br />

B<br />

= 2304 cm 4<br />

l √<br />

3<br />

= 12.0 √<br />

3<br />

= 6.93 cm<br />

I BB = lb3<br />

3 = (12.0)(4.0)3<br />

3<br />

and k BB = b √<br />

3<br />

= 4.0 √<br />

3<br />

= 2.31 cm<br />

= 256 cm 4<br />

The second moment of area about the centroid of a<br />

rectangle is bl3 when the axis through the centroid<br />

12<br />

is parallel with the breadth b. In this case, the axis<br />

CC is parallel with the length l.<br />

Hence<br />

I CC = lb3<br />

12 = (12.0)(4.0)3<br />

12<br />

= 64 cm 4<br />

and k CC = b √<br />

12<br />

= 4.0 √<br />

12<br />

= 1.15 cm<br />

Figure 38.17

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