Determine the moment of inertia for the beam's cross-sectional area with respect to the x' centroidal axis.

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Determine the moment of inertia for the beam's cross-sectional area with respect to the x' centroidal axis. Neglect the size of all the rivet heads, R, for the calculation. Handbook values for the area, moment of inertia, and location of the centroid C of one of the angles are listed in the figure.



15 mm- 275 mm = 1.32(10) mmt (1 A, = 1.36(10) mm2. 28 mm 20 mm -75 mm-

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