PLS need ASAP :( The 6-meter simple beam carries a uniformly distributed load (5 KN/m) on its entire span. The beam also carries a point load 2 meters away from Point A, where the hinge support is located. The modulus of elasticity is 200 GPa and the cross-section of the beam is 200 mm x 350 mm. What is the moment of inertia of the cross-section of the beam?

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Pressure and Stress