Olympic Airways Hangar

Athens - 2000 - 2001

The main hangar structure is made by couples of connected 300m length steel truss beams, each 9.1m, supported in the transversal direction by steel RSH beams. The parabolic geometry of the extrados of the main beams allows a better rainwater outflow.

Main beams together with vertical and horizontal bracing system allow to get a spatial frame, stable even out of its own plane.

The five main frames that composed the main structural system are laterally stabilized by RHS reinforced concrete columns.

Technical Sheet
Performed service
Tender, preliminar and final structural design
Client
Tecnodomiki
Year
2000 - 2001
Dimensional parameters
Plan 85m x 300m
Surface
25.500smq
Structural work cost
20.000.000 €

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MJW structures

We design large scale and spatial integrated structures.