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Determine the moment of inertia of the symmertic I-section shown in Fig. about its centroidal axis x-x and y-y. 

Also, determine moment of inertia of the section about a centroidal axis perpendicular to x-x axis and y-y axis.

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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

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