Determine the smallest moment of inertia I required for the beam shown so that its maximum deflection does not exceed the limit of 1/360 of the span length (L/360). Let E=200 GPa. A. 6355 (10^6) mm^4 B. 6552 (10^6) mm^4 C. 5625 (10^6) mm^4 D. 5256 (10^6) mm^4

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