What is deflection at the free end of a cantilever beam of span L subjected to uniformly distributed load w per unit length as shown in the given figure? (Where EI is the flexural rigidity)

1
\(\frac{w L^4}{8 E I}\)
2
\(\frac{w L^3}{6 E I}\)
3
\(\frac{w L^4}{9 E I}\)
4
\(\frac{w L^4}{12 E I}\)

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