When designing foundations, all kinds of tides, quarters, etc. must be avoided. p., compliance with the assembly work.
Types of foundations with simple light reinforcement. The reinforcement is located quite constructively, since the height of the foundations compared to the size of the Plan is so insignificant that the foundation could be concrete. The column transfers the load on the foundation not only with its end, but also the side sides. The adhesion forces developing on the side sides perceive a large share of the load from the column, and the load on the end of the rack is insignificant. The disadvantage of the described foundations is the absence of a distribution grid and the upper part of the foundation plate.
