Civil Engineering - Theory of Structures - Discussion
Discussion Forum : Theory of Structures - Section 2 (Q.No. 26)
26.
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 x 106 N/mm2, the deflection of the free end, is
Discussion:
16 comments Page 1 of 2.
Firas jandali said:
1 decade ago
What and where is the load applied?
Susnata said:
9 years ago
How? Could you explain the solution?
Pooja said:
9 years ago
Please, give clear solution.
Akdh said:
9 years ago
Anyone give clear explanation.
Abhipsa otta said:
9 years ago
Please give the correct description of the question.
Deepak said:
8 years ago
Please, give the clear solution.
Himan said:
8 years ago
Please explain the answer.
Akash said:
8 years ago
There is no information to determine any kind of applied load on this beam, so deflection cannot be determined.
Deepak Baswal said:
7 years ago
Yes, @Akash.
Cantilever deflection=wl^2/3EI.
Cantilever deflection=wl^2/3EI.
MONIKA said:
7 years ago
Here, Deflection - wl^3|3EL.
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