If any external force also is applied on the structure and we are determining the product of moment of inertia then what should we consider?
(a) The net force will act at the centroid of the structure only
(b) The net load will not be formed as all the forces will be cancelled
(c) The net force will act on the base of the loading horizontally
(d) The net force will not to be considered, there would be a net force of the distribution, rest will be the external forces
I got this question during an interview for a job.
This is a very interesting question from Product of Inertia for an Area in portion Moments of Inertia of Engineering Mechanics