Özet:

In this study, a method of calculation was introduced in order to determine the plastic moment capacity in the table-beton interior axis by the help of moment-grid analysis near the reality. With the help of the calculation method compared to experimental results and based on realistic material models, considering the nonlinear behavior under the pressure effect of stumbled and stumbled concrete, the stumbling effect in the drawing equipment, the stumbling effect in the pressure equipment and the variable unit shape change distribution in the table equipment, the effects of various design variables on the stumbling moment capacity have been comparatively studied. Studies have shown that if the plastic moment capacity of the tables with the effect of negative inclination is approximately determined by the rectangular cutting reception or the tables cutting assumption determined according to TS500-2000, uncertain results have been achieved in the context of capacity design. In the study, two simple approaches were proposed in order to determine the capacity of the table moment in the effect of negative inclination for practical purposes. The inclination moment capabilities determined by the proposed approaches are compared to the inclination moment capabilities analytically and obtained from the experimental results in literature.

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