Constructing the shear diagram
Considering the segment
from x = 0 m to x = 2 m
area under load
diagram = -8.00 kN
concentrated
forces = 0.00 kN
total shear force
change = -8.00 kN
at x = 0 m, V = 0.00 kN
total shear force
change = -8.00 kN
at x = 2 m, V = -8.00 kN