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Two different cross-sections (for example, rectangular versus pipe) have equal cross-sectional areas but different moment of inertias. Which section would be better for structural safety

Two different cross-sections (for example, rectangular versus pipe) have equal cross-sectional areas but different moment of inertias. Which section would be better for structural safety or serviceability issue, the one which has higher moment of inertia or the other one? Why? Support your response with peer-reviewed resources.

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