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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 |
A. | <img src="/_files/images/civil-engineering/theory-of-structures/88-21-85-1.png"> |
B. | <img src="/_files/images/civil-engineering/theory-of-structures/88-21-85-2.png"> |
C. | <img src="/_files/images/civil-engineering/theory-of-structures/88-21-85-3.png"> |
D. | <img src="/_files/images/civil-engineering/theory-of-structures/88-21-85-4.png"> |
Answer» C. <img src="/_files/images/civil-engineering/theory-of-structures/88-21-85-3.png"> | |