A simply supported beam of length l, carries load w(x) = wox over the entire span. Location of the maximum bending moment in the beam at x will be

1
\(\frac{l}{3}\)
2
\(\frac{l}{\sqrt 3}\)
3
\(\frac{l \sqrt 3}{2}\)
4
\(\frac{l}{\sqrt 2}\)

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