Differential quadrature solution for the flexural analysis of eccentrically stiffened plates subjected to transverse uniform loads is presented. In-plane forces in the plate are considered to take into account the axial stiffness of the plate and the interaction between the beams and the plate due to the eccentricity. Torsional and shear stiffnesses of the beams are also considered. The analysis procedure presented can be used for: point loads applied at the corners of the plate segments; roller point supports at the corners of the plate segments; and outer edges having different combinations of boundary conditions, which includes, free, simply supported, clamped, or resting on beams. The method gives the same accuracy for the moments and shears as that for the deflections and is computationally efficient and simple to program. The results for single panels with complicated boundary conditions are compared with the available exact results. Two examples, one with central eccentric stiffener, and the other with two central mutually perpendicular stiffeners are analyzed and compared with the available results. An example of a plate with no stiffeners but with mixed boundary conditions is also analyzed and compared with the finite element results. All the results are close to the published results.
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