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
Discussion:
4 comments Page 1 of 1.
Bickey said:
8 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.
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)
Binesh said:
5 years ago
Thanks @Bickey.
Atchaya said:
3 years ago
Thank you so much @Bickey.
Ni Kumar said:
2 years ago
Thank you for explaining the answer.
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