In this paper, following to the author's study on the tension buckling, the buckling behaviour of plates having a hole subjected to the tensile loading combined with the compression, bending or shear is dealt with. An elasto-plastic large deflection FEM is used as a numerical method. Ratio of the magnitude of the tension against the another loadings is adopted as a parameter, and the results are compared with those 0 f plates subjected to the pure tension. Through this study, followings are found; When the compression or shear is applying together with the tension, the larger compressive stress is appeared near the hole, and in the result, the critical load of the plate becomes smaller than that of a plate subjected to only tension. On the other hand, when a plate is subjected to tension together with the in-plane bending, the compressive stress becomes smaller, and the plate has larger critical load.
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