Determine maximum bending stresses

Constructing the shear diagram

Considering the segment
from x = 2 m to x = 2 m

     area under
               load =    0.00 kN
     concentrated
             forces = -12.00 kN
     total shear
              force = -12.00 kN

        at x = 2 m,    V =    -10.00 kN
           total shear
                  force   =    -12.00 kN
        at x = 2 m,    V =    -22.00 kN