| 摘要 |
The method involves depositing elongated elements (22.1, 24.1, 24.2, 26.1, 26.2) for stiffeners along directions (12.1-12.3) of the stiffeners, where the elements of the stiffeners oriented along different directions crossing in a coverage point are arranged so that the elements are spaced from points on a level of a crossing zone at a side of the coverage point or another side of the coverage point in an alternate way. A central pin (16) on the level of the crossing zone is twisted by the elements of the stiffeners. An independent claim is also included for a stiffened structure comprising a stiffener web. |
