If maximum deflection of a beam is given by, δ = kWL3/EI then what are the values of k if the beam is (a) cantilever and (b) both end fixed (udl with total load W and length = L, flexural rigidity = EI
1
5/384, 1/384
2
1/384, 5/384
3
1/8, 1/384
4
1/3, 5/384
5
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