Problem: F6-8 (Bending, Mechanics of Materials by R C Hibbeler)
– Draw the shear and moment diagrams for the Cantilver beam.
Solution:
As per the static equilibrium of the cantilever,
∑Fy = 0, hence RB = 6 kN,
∑M = 0, hence MB = -6*3 – 12 = -30 kN-m
Shear at x<1.5m , Vx = -6
Moment at x<1.5 m, Mx = -6*x
at x>1.5 m,
Vx = -6 kN
Mx = -6*x -12