For a simply supported beam of span L and carrying a uniformly distributed load of W kN/m over the entire span, the maximum deflection is

1
\(\frac{7~W{{L}^{4}}}{384~EI}\)
2
\(\frac{9~W{{L}^{4}}}{384~EI}\)
3
\(\frac{5~W{{L}^{4}}}{384~EI}\)
4
\(\frac{W{{L}^{4}}}{384~EL}\)

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