10. The boundary value problem for a clamped-clamped beam can be written as

^r~pW=0. OCjcCI vi;(0) = ve(l) = -y-(0) = ^y-(l) = 0: boundary conditions When a uniformly distributed load is applied, i.e., p{x) = po, calculate the approximate bei deflection w(x), using the Galerkin method, r::; Hint: Assume the approximate deflection as w(x) = c4>(x) = cx2(l — x)2.