A cantilever beam of span / carries a uniformly distributed load w/unit length over the entire span. The deflection at the free end of the cantilever is:

Where, EI - is the flexural rigidity.

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

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