Investigate the torque and transverse force distribution for the beam in Figure 1 with the analysis part. Determine the required tensile reinforcement for the beam in the ultimate limit state. Concrete C25/30, tensile reinforcement p16 B500BT, stirrups p8 B500BT. Exposure class XC2 (vvct = 0.60). Lifespan class 50 years. Beam width 0.35 m and beam height 0.60 m. 3000 P = 150 kN 6000 40 kN/m 270