Structural response was represented by means of the relationship between equivalent angular strain Yeq=δ/l and the equivalent shear stress on one of the faces of the panel, which was obtained from adding reactions in the keys divided by the area of the face panel, τeq=V/lt.
La respuesta estructural se representa mediante la relación entre la deformación angular equivalente Yeq=δ/l y el esfuerzo cortante equivalente en una de las caras del panel, obtenido de la sumatoria de las reacciones los anclajes dividida en el área de la cara, es decir τeq=V/lt.