Civil Engineering - Theory of Structures - Discussion

Discussion Forum : Theory of Structures - Section 1 (Q.No. 42)
42.
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
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
4 comments Page 1 of 1.

Ni Kumar said:   2 years ago
Thank you for explaining the answer.

Atchaya said:   3 years ago
Thank you so much @Bickey.

Binesh said:   5 years ago
Thanks @Bickey.

Bickey said:   7 years ago
For cantilever.

Deflection at free end=Wa^2*(3l-a)/6EI.
Where a is distance from fixed end.
Put a = l/3.
And a = 2l/3.

Then you will get the answer.
(4)

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