This is explained by the detachment produced between the slab and the structural steel, which increases as long as spacing area between connectors rises, thus provoking bonding loss between materials steel and concrete. This aspect was observed and proven during the whole experimental test developed prior to the push out test.
Se justifica por el despegue que se produce entre la losa y el perfil, el cual aumenta en la medida que se incrementa el espaciamiento entre los conectadores provocando la pérdida de la adherencia entre los materiales acero y hormigón, aspecto observado y constatado en toda la experimentación precedente del ensayo push out.