Constructing the moment diagram
Considering the segment
from x = 0 m to x = 1 m
area under
shear = +2.00 kN-m
concentrated
moments = 0.00 kN-m
total bending
moment = +2.00 kN-m
at x = 0 m, M = 0.00 kN-m
total bending
moment = +2.00 kN-m
at x = 1 m, M = +2.00 kN-m