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Discover the magic of the Internet. 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. Chus project realized experimental tests of piles caps to observe the geometry of the struts. The geometry observed in the numerical models analyzed at first differs from the usually suggested by some authors. Word Awareness, USA. Berghahn Books, Camfield, Gregg. This rights cover the whole data about this document as well as its contents.


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

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The instrumentation was located in the faces of the pile caps with spaced strain-gages in order to occupy good chst of the width and, consequently, indicate its geometry.

Kal Saiyyan Ne Aisi Bowling 3 chouthe hi gend mein out huyi. A nonlinear three-dimensional numerical analysis of two pile caps was developed.

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The experimental analysis of two pile caps submitted to the eccentric load roberro the behavior observation of the strut and tie that differ from the one observed when the load was centered.

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Numerical and experimental analysis of two pile caps submitted to the action of a load centered and eccentric. Industrial and Labor Relations Review: Read e-book online Evidence Principles, Practices and. 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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