A steel I-beam (E = 200 GPa) has a length of L = 3.00 m, depth of 305 mm, flange width of 129 mm, and moment of inertia Ix = 95.3 × 106 mm4. The beam rests on a hard rubber elastic foundation whose spring constant is k0 = 0.300 N/mm3. If the beam is subjected to a concentrated load P = 270 kN at its center, determine the maximum deflection and maximum flexural stress in the beam.
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