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