AT section beam 300 mm deep and 150 mm wide, has flange and web thickness of 30 mm. It carries a uniformly distributed load of the intensity 5 kN/m over the overhang portion of the beam and a point load of 40 kN as shown in Figure 4. Draw the bending stress and shear stress distribution diagram for the beam. (10) -5 kN/m A fm RA -3 m- 40 kN D -3 m- Figure 4 Rc 2 m- B