|Project||Balanced Cantilever Construction method for Dubai Metro Bridges|
|Client||VSL – Freyssinet – Rizzani de Eccher JV|
|DNEC role||Engineering solution for temporary propping|
Structural design and detailing of temporary prop structural elements for Dubai Metro bridges constructed using Balanced Cantilever construction method. Each BC Prop assembly comprises 1.2m wide, 2.6m high heavy-duty post-tensioned precast spreader beams, two numbers precast columns and top-mounted structural steel bracing together with all provisions necessary for installation of hydraulic jacks and temporary bearings. Maximum working load on BC Prop – 17000kN. All connections designed and detailed to allow easy installation and dismantling for re-use at various Dubai Metro Project’s locations.