The maximum bending moment, for a simply supported beam of span L and having a uniformly distributed load ‘W’ per unit length all over its length, is

1
\(\frac{WL^2}{2}\)
2
\(\frac{WL^2}{4}\)
3
\(\frac{WL^2}{8}\)
4
\(\frac{WL^2}{12}\)

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