New Larisa Stadium

Larisa - 2008-2010

Steel structures of Larisa stadium roof are composed 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.
Technical Sheet
Performed service
Structural and architectural preliminary design, Structural and architectural final design, Structural and architectural detail design
Client
Larisa FC
Year
2008-2010
Dimensional parameters
16 000 Seats
Surface
m2
Cost of the project
41.000.000 €

Photogallery

MJW structures

We design large scale and spatial integrated structures.