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The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length, is (where I_c is the M.I. at the crown, which varies as the slope of the arch).

$\frac { 50} { EIc }$

$\frac { 100} { EIc }$

$\frac {1 50} { EIc }$

$\frac { 200} { EIc }$

$\frac { 250} { EIc }$

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Answer : Option D

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