Home / Civil Engineering / Theory of Structures :: Discussion

Discussion :: Theory of Structures

  1. The ratio of the deflections of the free end of a cantilever due to an isolated load at l/3rd and 2/3rd of the span, is

  2. A.

    \( \frac { 1 } {7 } \)

    B.

    \( \frac { 2 } {7 } \)

    C.

    \( \frac {3 } {7 } \)

    D.

    \( \frac {2 } {5 } \)

    Answer : Option B

    Explanation :

    No answer description available for this question.


Be The First To Comment