Civil Engineering - Strength of Materials - Discussion
Discussion Forum : Strength of Materials - Section 4 (Q.No. 44)
44.
Shear deflection of a cantilever of length L, cross sectional area A and shear modulus G, subjected to w/m u.d.l., is
Discussion:
4 comments Page 1 of 1.
KULDEEP DUBEY said:
7 years ago
Right, thanks @Naveen.
(1)
Munni said:
7 years ago
It should be 3wl^2/5GA.
(2)
Naveen Kallan said:
8 years ago
Shear deflection = M*@/AG,
Where M = wl^2/2 (for cantilever with udl),
alpha,@= tmax/ tavg = 3/2 for rectangle,
A = area and G = shear modulus,
So shear deflection = 3wl^2/4AG.
Where M = wl^2/2 (for cantilever with udl),
alpha,@= tmax/ tavg = 3/2 for rectangle,
A = area and G = shear modulus,
So shear deflection = 3wl^2/4AG.
(5)
Roy said:
8 years ago
Please explain it.
(1)
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