Análise comparativa entre metodologias no dimensionamento de sapatas isoladas

Abstract

Since the foundation is the element of a construction, whose objective is to permanently guarantee the stability of education, it is essential that its dimensioning is carried out properly to guarantee the transmission of the loads acting to the ground with an adequate adjustment of conformity. Aiming at a better use of the course, the present work was developed in order to carry out a comparative analysis between sizing methods to verify issues such as the oversizing of the foundation. Therefore, a modeling of the superstructure was carried out in the structural software TQS, to later be selected the mapping of the applied ones. The active loads were developed in a European spreadsheet based on the methodology of the Concrete Committee (CEB70). With the results obtained from the sizing of two methods, it was possible to verify the structural impact of each impact calculation procedure and to build with a preliminary budget from SEOBRA to verify its financial project and the most economical methodology for this financial project. However, with the development of this work, it was possible to observe the theoretical knowledge acquired throughout the area of structures, in order to be able to use the appropriate form of the computer software used and the adjustments to avoid limited costs than the software with standard configuration. In a structural project, there is not only one correct methodology, it is up to the qualified professional to observe the most economical and safe solution possible.