
Constructing the shear diagram
Considering the segment
from x = 1 m to x = 1 m
area under
load = 0.00 kN
concentrated
forces = -12.00 kN
total shear
force = -12.00 kN
at x = 1 m, V = +2.00 kN
total shear
force = -12.00 kN
at x = 1 m, V = -10.00 kN