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 Ic
is the M.I. at the crown, which
varies as the slope of the arch).
(A) 50/EIc
(B) 100/EIc
(C) 150/EIc
(D) 200/E