Fornale Engineering handled the structural design of the intermediate floors built with the “Turrini-Piazza” composite system.
In this case, 530 m² of flooring were constructed, a large portion of which was intended for archive use and therefore designed with a service load of 5 kN/m².
A glulam timber roof with four pitches and a total surface area of 180 m² was also designed.
Assignment: Executive design of timber structures
