Civil Engineering - Strength of Materials - Discussion
Discussion Forum : Strength of Materials - Section 3 (Q.No. 20)
20.
Shear deflection of a cantilever of length L, cross sectional area A and shear modulus G, under a concentrated load W at its free end, is
Discussion:
8 comments Page 1 of 1.
Apoorva said:
5 years ago
Not getting it, Please explain the answer clearly.
Munni said:
7 years ago
Shear deflection for a cantilever beam with a point load at the free end is given by 6WL/5GA, where A=area=b*d.
Ref: R.K Rajput)
Ref: R.K Rajput)
(4)
Nilraj said:
7 years ago
Thanks @Kallan.
Sheela KR said:
7 years ago
Thanks @Kallan.
Kallan said:
8 years ago
Shear deflection for cantilever subjected to point load = delta = PL alpha/AG.
Alpha = tmax/ tavg = 3/2 for rectangular.
Alpha = tmax/ tavg = 3/2 for rectangular.
Sanjeev said:
8 years ago
Anyone Explain it.
Sheela said:
8 years ago
Explain it.
Aspire said:
9 years ago
Anyone explain it, please.
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