Bridge over Lochkov Valley, Prague
Bridge over Lochkov Valley, Prague


















































Client: Strasky, Husty and Partners
Stage: Structural analysis od steel structure, detail design, technical specifications, temporary works
Design: 03/2008 – 03/2009
The composite bridge is formed by strutted frame . The total length is 426 m. The span length varies between 70,0 m and 99,0 m. The deck comprises of one cell steel box girder with cast-in-situ reinforced concrete slab. Edge longitudinal beams are supported by steel tube struts and also by horizontal ties during erection. The middle longitudinal beam is supported by steel tube struts.
The steel structure was erected using incrementally launching. The concrete slab was constructed by mobile formwork.