The slope of a cantilever beam of span 'L' at the free end due to load concentrated load at the free end is:

1
\(\frac{PL}{EI}\)
2
\(\frac{PL^2}{4EI}\)
3
\(\frac{PL^2}{3EI}\)
4
\(\frac{PL^2}{2EI}\)

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