The general analytic solutions for the transerve bending of the amstrop1c rectangular plate structure 1S app1ied to study the bending of fiber-reinforced cross-ply lammated rectangular cantilever plate with uniformed load. Analytical computatlOn 1S carried out under heavily amsotropy material and slightly material. The computatlOn results show the cantilever plates which fiber 1S perpendicular to the clamped boundary has the minimum deflectlOn. The effect of amsotropy on the deflectlOns of the plate is discussed.