Client: Philippos Kameris – Group of Companies
Project description:
This scaffold structure, exceeding 23 m height, was positioned and fixed on the front façade of an existing building in Nicosia, for the execution of its renovation tasks. The dominant wind action was derived for a shortest period of return, than the prescribed in EN 1991-4 for permanent structures, due to the temporary nature of the scaffold structure. Structural analyses were performed and the consequent checks of the scaffolding’s bearing capacity were carried out.