An overhanging reinforced concrete beam of dimension 250 mm width and 500 mm deep is subjected to a uniformly distributed dead load of 18kN/m and imposed load of 25kN/m. The span of the beam is 5 m from support to support and 1.75 m extending form right side as overhanging. Design the beam for flexure and shear. Use M20 grade concrete and Fe415 grade steel. Assume cover to main reinforcement is 30 mm. Sketch the reinforcement details neately.