Constructing the moment diagram
Considering the segment
from x = 2 m to x = 3 m
area under
shear = -22.00 kN-m
concentrated
moments = 0.00 kN-m
total bending
moment = -22.00 kN-m
at x = 2 m, M = +12.00 kN-m
total bending
moment = -22.00 kN-m
at x = 3 m, M = -10.00 kN-m