The section is divided into three rectangles A1, A2 and A3.
Area A1 = 200 × 9 = 1800 mm2
Area A2 = (250 – 9 × 2) × 6.7 = 1554.4 mm2
Area A3 = 200 × 9 = 1800 mm2
Total Area A = 5154.4 mm2
The section is symmetrical about both x-x and y-y axis. Therefore, its centroid will coincide with the centroid of rectangle A2.
With respect to the centroidal axis x-x and y-y, the centroid of rectangle A1 is g1 (0.0, 120.5), that of A2 is g2 (0.0, 0.0) and that of A3 is g3 (0.0, 120.5).
Ixx = Moment of inertia of A1 + Moment of inertia of A2 + Moment of inertia of A3 about x-x axis

Moment of inertia of the section about a centroidal axis perpendicular to x-x and y-y axis is nothing but polar moment of inertia, and is given by:
Ixx = Ixx + Iyy
= 59269202 + 12005815
Iyy = 7,12,75,017 mm4