Abstract
The purpose of this study is theoretically to clarify the interaction among ultimate strengths of reinforced concrete members with web reinforcement, subjected to flexureshear and axial load simultaneously. Ultimate equilibrium method which is based on the energy principle is applied in order to evaluate the shear strength of RC member. The proposed equations are derived by equilibrium condition of force and moment for the failure surface on the ultimate state. And compatibility condition of strains on the shear element is considered to predict the failure mode of member. The interaction curves among three ultimate strengths -bending, shear, and axial capacities- are theoretically proposed. Furthermore, this study involves some significant considerations for the design method.
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