Análise comparativa de esforços em lajes maciças utilizando SAP2000 e Eberick.

Abstract

In the field of civil engineering, the diversity of software available on the market is growing every day as a result of constant changes in technologies. The engineer is responsible for analyzing the structure, the construction system and the technology used. This work addresses the study of the behavior of massive slabs, using the structural calculation software Eberick and SAP2000. With the ultimate goal of analyzing structural behaviors, as well as comparing the results obtained in the two programs and their aspects. Initially, the basic concepts necessary for carrying out a structural design in reinforced concrete are presented, the construction systems adopted, the normative concepts, the computer programs, the calculation models used and the design criteria. Then, the structural launch of the solid slab models was carried out in Eberick and SAP2000. Subsequently, a comparative analysis of displacements and bending moments was performed. After the analysis, it was concluded that the slabs in SAP2000 generated lower values when compared to Eberick.