Dimensionamento de pilares esbeltos de concreto armado com seção transversal retangular submetidos à flexão oblíqua composta

Abstract

The study of reinforced concrete structures has shown that the non-linear behavior of steel and concrete materials greatly influences the design of the elements of a structure. Due to the great work for the calculation of these elements, then came the need for computerization calculation procedures. Therefore, the present work has the ain objective to develop a computer code capable to dimension slender columns of reinforced concrete with rectangular section subjected to the composite oblique bending. The design code was made by following the NBR 6118 (ABNT, 2014). To check the code quality were compared the results with the literature. It can be concluded that the code has proved satisfactory since there was an acceptable difference between them.