A cantilever beam of length L, moment of inertia I, Young’s modulus E carries of a concentrated load W at the middle of its length. The slope of the beam at the free end is:

1
\(\frac{{W{L^2}}}{{2EI}}\)
2
\(\frac{{W{L^2}}}{{4EI}}\)
3
\(\frac{{W{L^2}}}{{6EI}}\)
4
\(\frac{{W{L^2}}}{{8EI}}\)

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