By the theorem of perpendicular axes, I=IEF+IGH Here, I is the moment of inertia of square lamina about an axis through O and perpendicular to its plane. ∴IEF=IGH( By Symmetry of Figure )
∴IEF=
I
2
......(i) Again, by the same theorem I=IAC+IBD=2IAC (∴IAC=IBD by symmetry of the figure) ∴IAC=