A simply supported beam subjected to a point load of 15 kN and a uniform distributed load of 50 kN/m as shown in Figure Q2. Assuming El is constant throughout the beam and the weight of the beam can be neglected. Using Moment-Area Method, draw the M/EI diagrams and calculate the deflection at the middle of the beam. (CO2-PO2) (C2) (13 marks) 15KN 50 kN/m A 6 m 12 m