For a simply supported beam of span L with point load P at the centre, the elastic stiffness will be given by

1
\(\frac{{48EI}}{{5{L^3}}}\)
2
\(\frac{{48EI}}{{{L^3}}}\)
3
\(\frac{{384EI}}{{{5L^4}}}\)
4
\(\frac{{48EI}}{{{L^4}}}\)

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