Civil Engineering Association

Energy of deformation in the slow axial loading of a column

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This post has been made by CivilEA Post-Generator v2.2.0

Even if the weight is always standing, if one assumes the material is let slowly to take the weight, during the loading the load is, as in the first case in the previously posted pdf, growing from zero load (weight) applied to the slice to its maximum, hence the second part of the pdf needs be corrected, what I do through this (self) reply.

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ishvaaag

ishvaaag