Constructing the shear diagram
Considering the segment
from x = 1 m to x = 1.5 m
area under
load = 0.00 kN
concentrated
forces = 0.00 kN
total shear
force = 0.00 kN
at x = 1 m, V = -10.00 kN
total shear
force = 0.00 kN
at x = 1.5 m, V = -10.00 kN