Foundation adjacent – Eccentric foundations – Point of resistance
Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):
Cement shaft, The charges are taken first by the counter., To achieve the complete shoe, Reference is made to the, The contratrabe unites a trabe devolteo, Through a small slab, The adjoining shoe is suppressed, Cement foundation, In an adjacent foundation where the resulting loads, Full shoe, Lock in flight, axis, Concrete slab, Closer to avoiding the overturning of, A union with the foundation, By means of a contratrabe in order to, Adjoining shoe, The shoe, Wall deflection dala, Union contratrabe, Making this foundation in various ways, Terrain are not colineales you will have a turning point, Cemented gravel template, Turn lock, slab, Contratrabe, Landfill piled up, Firm concrete, Wall deflection dala, Poor concrete template, Same, Integral turning in the, In this case a beam of, The pressure of the earth help, Turn lock, Avoid turning, Firm slab, Bummer