Constructing the shear diagram
Considering the segment
from x = 0 m to x = 2 m
area under shear
diagram = -8.00 kN-m
concentrated
moments = 0.00 kN-m
change in bending
moment = -8.00 kN-m
at x = 0 m, M = 0.00 kN-m
change in bending
moment = -8.00 kN-m
at x = 2 m, M = -8.00 kN-m