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In this paper, we combine the Carreras Unified Formulation and a radial basis function (RBF) collocation technique for predicting the static deformations and free vibrations behavior of thin and thick cross-ply laminated plates.Here, the Reissner-Mixed Variational Theorem is used together with the RBF collocation to achieve a highly accurate approach.The accuracy and efficiency of this collocation technique demonstrated through numerical examples.