A beam ABC, is simply supported at A and B and BC is overhanging. AB= Land BC = 1/2 and it carries a point load Pat C. The deflection at C is
APL^2(24EI)
BPL^3(8EI)
CPL^3(48EI)
DPL^2(16EI)
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APL^2(24EI)
BPL^3(8EI)
CPL^3(48EI)
DPL^2(16EI)