Deflection of the free end of cantilever having point load at the mid span is

1
\(\frac{{w{l^3}}}{{3EI}}\)
2
\(\frac{{5w{l^3}}}{{24EI}}\)
3
\(\frac{{5w{l^3}}}{{48EI}}\)
4
\(\frac{{w{l^3}}}{{48EI}}\)

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