The first part of the article [1] brought in a theoretical study on the way of assessing the state of the admissible stress in a cylindrical structure with radial equidistant chamfered bracing ribs. The inner pressure and the temperature are looked upon as external loads, whereas the connecting ones are considered internal loads (the shearing stress and unitary bending moments). The present article carries out the exemplification of the theoretical results, taking into account an assembly with connecting flanges with chamfered bracing ribs.
