The shear field theory had been widely used to analyze the reinforced shell structures. In this theory, the joints of the reinforcement are assumed to be pinned joints and external forces are generally applied to the joints. However, using the finite element method (FEM), the stress calculation for the reinforced shell structures would be possible without the assumption of pinned joints. First of all, it is verified that the agreement between the results by means of FEM and the experimental ones are very good. Next, the stress distribution of the reinforced plate are not uniform in the plate. It is also stated that, by comparing the maximum principal stress σ
λ max with the maximum shearing Stress τ
max, we obtained the result σ
λ max/τ
max_??_1.50 from our experiments and calculations.
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