For a overhanging beam the expression for Bending moment is given as \(2.5{\rm{\;x}} - \frac{{3{{\rm{x}}^2}}}{2}{\rm{\;kNm}}\). Then the location of maximum bending moment is

1
\(\frac{5}{3}\)
2
\(\frac{2.5}{3}\)
3
\(\frac{3}{2.5}\)
4
\(\frac{3}{5}\)

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