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Type-2-Problems on Parallel and Perpendicular axis theorem

1. Find MI of a “T” section about its centroidal axis having following dimensions, Flange=200 mm 40 mm 2) Web= 200 mm 40 mm

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2) Find Ixx and Iyy for an unequal angle 100 8010 mm. 100 mm leg is horizontal.

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3) Find MI of a T section 200 20 mm flange and 180 20 mm web about x axis.

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4}A symmetrical I section has the following dimensions,flanges=100mm 10mm, Web=10 mm 100 mm. Calculate Polar MI of the section.

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5)Calculate Ixx and Iyy for an unequal angle section 70 5010 mm. Take 70 mm leg vertical

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6)Determine Moment of inertia about xx and yy axis of I section having following dimensions Top flange : 20 80 mm, Web : 10 280 mm, Bottom Flange : 120 20 mm

{Ixx=106.4 , Iyy = 3.756 }


7) A c Channel is shown below find its Moment of inertia about xx and yy axis.

{Ixx = 4.4733 , Iyy = 0.7097 }


8. Find the radius of gyration of the channel section about the centroidal axis as shown below,

{Ixx=327.05 }