Homework Statement
Derive the bending moment distribution of the beam:
Homework Equations
The Attempt at a Solution
I end up with something like this:
Im abit concerned with the profile, should it taper to zero? Any thoughts?
Thanks
I have a partial linearly distributed load on a cantilever and would to determine the bending moment distribution along the beam.
I usually do this by taking cuts along different sections of the beam and finding the expressions for shear force and bending moment. However when I do this...