Constructing the shear diagram
Considering the segment
from x = 1.5 m to x = 2 m
area under load
diagram = 0.00 kN
concentrated
forces = 0.00 kN
total shear force
change = 0.00 kN
at x = 1.5 m, V = -10.00 kN
total shear force
change = 0.00 kN
at x = 2 m, V = -10.00 kN