Determine maximum bending stresses

Constructing the moment diagram

Considering the segment
from x = 3 m to x = 4 m

     area under
                shear =  +10.00 kN-m
     concentrated
           moments =   0.00 kN-m
     total bending
            moment =  +10.00 kN-m

       at x = 3 m,     M =    -10.00 kN-m
           total bending
               moment   =   +10.00 kN-m
       at x = 4 m,      M =       0.00 kN-m