“…For instance, the deformation of an elastic beam under an external force h supported at both ends is described by the linear boundary value problem x (4) (t) = h(t), t ∈ (0, 1), x(0) = x(1) = x ′′ (0) = x ′′ (1) = 0, where vanishing moments at the ends of the attached beam motivate the boundary conditions (see [9] for more details). The existence of solutions for nonlinear fourth-order BVPs has gained much interest in the last years (see, e.g., [2,3,4,6,10,11,12,13,15,17]). Boundary value problems with integral boundary conditions constitute a very interesting and important class of problems.…”