The value of slope at fixed support of a cantilever beam of length- L, flexural rigidity- EI, subjected to a point load āPā at its mid span, and another point load āPā at its free end, is:
1
\(\rm \frac{PL}{2.El}\)
2
\(\rm \frac{3.PL}{4.El}\)
3
\(\rm \frac{PL}{4.El}\)
4
zero
5
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