Determine the moments of inertia Ix and Iy for the parabolic semisegment OAB shown in Fig. 12-12. The equation of the parabolic boundary is
y=f(x)=h(1 − b2x2) (e)
(This same area was considered previously in Example 12-1.)
To determine the moments of inertia by integration, we will use Eqs. (12-9a) and (12-9b). The differential element of area dA is selected as a vertical strip of width dx and height v, as shown in Fig. 12-12. The area of this element is
Ix=∫y2dAIy=∫x2dA (12-9a,b)
dA=y dx=h(1 − b2x2)dx (f)
Since every point in this element is at the same distance from the y axis, the moment of inertia of the element with respect to the y axis is x²dA. Therefore, the moment of inertia of the entire area with respect to the y axis is obtained as follows:
Iy=∫x2dA=∫0bx2h(1 − b2x2)dx=152hb3 (g)
To obtain the moment of inertia with respect to the x axis, we note that the differential element of area dA has a moment of inertia dIx with respect to the x axis equal to
dIx=31(dx)y3=3y3dx
as obtained from Eq. (c). Hence, the moment of inertia of the entire area with respect to the x axis is
Ix=∫0b3y3dx=∫0b(1 − b2x2)3dx=10516bh3 (h)
These same results for Ix and Iy can be obtained by using an element in the form of a horizontal strip of area dA = x dy or by using a rectangular element of area dA = dx dy and performing a double integration. Also, note that the preceding formulas for Ix and Iy agree with those given in Case 17 of Appendix D.