It is important to estimate vertical stresses and displacements by a distributed load in the ground for the analyses of building structure. To consider this problem, generally buildings and ground are assumed to be onehalf infinite continuous elastic body and Hindi in's solutions are valid. So Hindi in's first solutions about vertical stresses and.displacements in the ground are integrated for a linearly distributed rectangular load. And the calculating method by using figures is originated for these equations. Calculations of these integrated equations are performed and the results of calculations are discussed.
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