Constructing the moment diagram
Considering the segment
from x = 1.5 m to x = 1.5 m
area under
shear = 0.00 kN-m
concentrated
moments = +20.00 kN-m
total bending
moment = +20.00 kN-m
at x = 1.5 m, M = -3.00 kN-m
total bending
moment = +20.00 kN-m
at x = 1.5 m, M = +17.00 kN-m