Question 12.7: Determine the orientations of the principal centroidal axes ...
Determine the orientations of the principal centroidal axes and the magnitudes of the principal centroidal moments of inertia for the cross-sectional area of the Z-section shown in Fig. 12-28. Use the following numerical data: height h = 200 mm, width b = 90 mm, and constant thickness t = 15 mm.

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Let us use the xy axes (Fig. 12-28) as the reference axes through the centroid C. The moments and product of inertia with respect to these axes can be obtained by dividing the area into three rectangles and using the parallel-axis theorems. The results of such calculations are as follows:
Ix=29.29×106 mm4 Iy=5.667×106 mm4 Ixy=−9.366×106 mm4
Substituting these values into the equation for the angle θp (Eq. 12-30), we get
tan2θp=−Ix−Iy2Ixy=0.7930 2θp = 38.4° and 218.4°
Thus, the two values of θp are
θp = 19.2° and 109.2°
Using these values of θp in the transformation equation for Ix1 (Eq. 12-25), we find Ix1=32.6×106 mm4 and 2.4×106 mm4, respectively. These same values are obtained if we substitute into Eqs. (12-33a) and (12-33b). Thus, the principal moments of inertia and the angles to the corresponding principal axes are
Ix1=2Ix+Iy+2Ix−Iycos2θ−Ixysin2θ (12-25)
I1=2Ix+Iy+(2Ix−Iy)2+Ixy2 (12-33a)
I2=2Ix+Iy−(2Ix−Iy)2+Ixy2 (12-33b)
I1=32.6×106 mm4 θp1 = 19.2°
I2=2.4×106 mm4 θp2 = 109.2°
The principal axes are shown in Fig. 12-28 as the x1y1 axes.