Constructing the shear diagram
Considering the segment
from x = 0 m to x = 0 m
area under load
diagram = 0.00 kN
concentrated
forces = +2.00 kN
total shear force
change = +2.00 kN
at x = 0 m, V = 0.00 kN
total shear force
change = +2.00 kN
at x = 0 m, V = +2.00 kN