If any external force also is applied on structure and we are determining moment of inertia for areas about inclined axis n what should we consider?

The net force will act at the centroid of the structure only The net load will not be formed as all the forces will be cancelled The net force will act on the base of the loading horizontally The net force will not to be considered, there would be a net force of the distribution, rest will be the external forces

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There is perpendicular axis theorem for the area, and it is can be used to determine the moment of inertia of an area about inclined axis.

If any external force also is applied on structure and we are determining moment of inertia for areas about inclined axis n what should we consider?

Determine the magnitude of the principle moment of inertia for the cross section of area of member shown whose width is 100mm.

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If any external force also is applied on the structure and we are determining the moment of inertia for areas about inclined axis then what should we consider?

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If any external force also is applied on structure and we are determining moment of inertia for areas about inclined axis n what should we consider?

The net force will not to be considered, there would be a net force of the distribution, rest will be the external forces

All Chapters

Force Vectors

Equilibrium of a Particle

Force System Resultants

Equilibrium of a Rigid Body

Structural Analysis

Internal Forces

Friction

Centre of Gravity and Centroid

Moments of Inertia

Principle of Virtual Work

Similar Question

There is perpendicular axis theorem for the area, and it is can be used to determine the moment of inertia of an area about inclined axis.

If any external force also is applied on structure and we are determining moment of inertia for areas about inclined axis n what should we consider?

Determine the magnitude of the principle moment of inertia for the cross section of area of member shown whose width is 100mm. advertisement

If any external force also is applied on the structure and we are determining the moment of inertia for areas about inclined axis then what should we consider?

Moments of Inertia

Engineering-Mechanics

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