Flagstone of foundation
Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):
It is not, The reaction of the terrain is normal if the loads are distributed, Based on the design calculation, Tending to tumbling, The reaction of the ground is less than the whole weight, Special components for the foundation, compensating loads, Some of them are mostly heavy than all in these cases spaces will be used, The one to be where the greater weight of the good is concentrated if the extremes, Of the view if they are non-collinear said being able to have subsidence in, In slabs of foundation also have to take into account the efforts of loading the reaction, Heavy ballast, Of the construction concentrated to the center, The reaction of the terrain, Weight greater than the center, Light ballast, Empty space, Corresponding load each column, Recover cimbra, Register to check weight, The reaction of the terrain to have the colineal efforts., Ballast that allows to compensate loads of the construction
