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Keeping the depth d constant, the width of a cantilever of length l of uniform strength loaded with a uniformly distributed load w varies from zero at the free end and

$\frac { 2w } { \sigma d^2} *I^2$ at the fixed end

$\frac { 3w } { \sigma d} *I^2$ at the fixed end

$\frac { 3w } { \sigma d^2} *I^2$ at the fixed end

$\frac { 5w } { \sigma d} *I^2$ at the fixed end

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Answer : Option C

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