Desenvolvimento de rotinas para dimensionamento e detalhamento de fundação sobre bloco de estacas

Abstract

Currently, the use of computational tools is increasingly widespread in professions that involves manipulation of a large amount of calculations, this reality also applies to the civil engineer profession. Therefore, this work has as objective, to dimension the pile cap(from one to six piles) so as to have lower values of concrete and steel volume through computational tools, and with that, to assist the engineer in the elaboration of structural projects of this type of element. thus, after making the parameterizations of the blocks geometries, numerical implementations were done in an electronic worksheet, which, after its conclusion, was evaluated from practical exercises applications consulted in the bibliographies. Finally, it was verified the effective reduction of concrete and steel volume of the pile cap by the dimensioning through the electronic worksheet developed.