Problem:
A simply supported beam is carrying a uniformly distributed load of 2 kN/m over a length of 3 m from the right end. The length of the beam is 6 m. Draw the S.F. and B.M. diagrams of the beam and also calculate the maximum bending moment on the section.
(Solved Book Probems) Problem 12, chapter – Shear Force and Bending Moment, SOM by Dr. R K Bansal)
Solution:
End support reactions are: Vertical Reactions, Rl = 1.5 , and Rr = 4.5
Moment Reactions are Ml = 0 m and Mr = 0 m
udl shear and moment nodes are [1.5] and [4.5]m
Mmax = 5.07 kN/m
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