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Cálculo e Detalhamento de Estruturas Usuais de Concreto Armado Volume 1 Roberto Chust Carvalho

The research had as objective to analyze and to argue about the behavior of two pile caps submitted to the action of a centered and eccentric load. Any uses or copies of this document in whole or in part must include the author’s name.

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Análise numérica e experimental de blocos de concreto armado sobre duas estacas submetidos

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Mod- ern German Studies, vol. The instrumentation was located in the faces of the pile caps with spaced strain-gages in order to occupy good part of the width and, consequently, indicate its geometry. For treating the procedure defined in the project, and taking advantage of the experimental analysis realized, it was understood that this requirement can be analyzed and that the results will bring benefits to the project.

In this section we. Reproduction for commercial use is forbidden. Numerical and experimental analysis of two pile caps submitted to the action of a load centered and eccentric. Zero Zero listen and download mp3 without registration. Also the efficiency of the hooks of the reinforced bar was analyzed, therefore, in the experimental analysis of pile caps already developed, it was verified that the hooks can be omitted without damage of the structural security of the pile caps.

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The numerical analysis included the cracking and the influence of the reinforcement in the structural behavior of the pile caps.

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Biblioteca Da Meia-Noite 3. Learn what derived works are clicking here. By the numerical analysis, it was possible to perceive the behavior and the geometric form of the strut, with this understand the model strut-and-tie applied to the two pile caps. All use subject to. Free tamil mp3 songs Download. The experimental analysis of two pile caps submitted to the eccentric load allowed the behavior observation of the strut and tie that differ from the one observed when the load was centered.

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