Bide-Onera Building in Barakaldo


  • 2 pairs of braced trusses, with a span of 9.2 to 18.2 m for an irregular plan.
  • 3 trusses finished in jack + anchor plate at 45º Megaprop wedges.
  • Critical strut: one stand-alone (unbraced) 9.2 m long truss with triangles and Granshor jack loaded at ~ 3300 kN (ULS).
  • Inclination <20º between the critical truss and the wall

Head Office