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.
Kavin said:
3 years ago
@All.
Take it as uniformly varying load.
Take it as uniformly varying load.
Revathi said:
6 years ago
Load = uniform.
Deflection=wl 4 / 8EI = W * 5 *10 power -9 will come answer.
Here W is constantly taken because of that value not given in the question.
Deflection=wl 4 / 8EI = W * 5 *10 power -9 will come answer.
Here W is constantly taken because of that value not given in the question.
Mitali said:
6 years ago
W is not given. Then how w = 4/8? @Hussein.
Hussein said:
6 years ago
load = w n/m.
length = 2 m.
load = uniform.
wl 4/8.
deflection = 5 mm.
length = 2 m.
load = uniform.
wl 4/8.
deflection = 5 mm.
Hussein said:
6 years ago
Load =w n/m.
Length =2 m.
Load = uniform.
Length =2 m.
Load = uniform.
Abhi said:
7 years ago
And what is 'w' here?
MONIKA said:
7 years ago
Here, Deflection - wl^3|3EL.
Deepak Baswal said:
7 years ago
Yes, @Akash.
Cantilever deflection=wl^2/3EI.
Cantilever deflection=wl^2/3EI.
Akash said:
8 years ago
There is no information to determine any kind of applied load on this beam, so deflection cannot be determined.
Himan said:
8 years ago
Please explain the answer.
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