LARISA (Grecia) - New Stadium

COMMITTENTE
Larissa FC

ANNO
2009-2010

PROGETTISTA STRUTTURALE
Prof. Ing.
Massimo Majowiecki

ELEMENTI DIMENSIONALI

IMPORTO OPERA
€ 41.000.000

STATO DELL'ARTE
in costruzione

Steel structures of Larisa stadium roof are formed by couples of plane-truss cantilevers. Distance between the plane-trusses is 4.7m and the step of couples is (9.4m+4.7m) = 14.1m. Each couple of main trusses is internal braced and is connected in the joints of lower layer by transversal posts and diagonals. Each North/South truss has a global length of about 24m and a cantilever length of about 13.5m. It has the internal support on a steel column (with transversal “X” bracing) and the external support on a concrete structure. The longitudinal distance between supports is about 7m. Concrete structure and the transversally braced columns give the necessary restraints to horizontal actions.