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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