Determine maximum bending stresses

Constructing the shear diagram

Considering the segment
from x = 0 m to x = 0 m

     area under
               load =   0.00 kN
     concentrated
             forces = +2.00 kN
     total shear
              force = +2.00 kN

        at x = 0 m,   V =     0.00 kN
           total shear
                 force   =    +2.00 kN
        at x = 0 m,   V =    +2.00 kN