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This work has the objective of empirically reviewing the reasoning that is commonly carried out in the application of traditional theories in compatible events between coupled components, giving rise to the development of iterative calculation methods. In this case, a surface foundation beam subjected to uniformly distributed concentrated loads of equal magnitude was studied, for different rigidity conditions in the beam, with respect to the ground, between the limits of “totally flexible” to “totally rigid”, That is, for an intermediate case that is an indeterminate system or semi-flexible foundation, without the presence of groundwater, trough the physical modeling of the foundation piece and the support soil.
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