200 m Tibetan Pedestrian Bridge - Kazakhstan
Arcus Engineering supported the engineering development of a 200 m Tibetan pedestrian bridge at the Shymbulak Ski Resort in Kazakhstan. The long-span recreational structure uses a system of large-diameter main cables and inclined secondary cables to carry vertical loads and provide horizontal stability.
At a span of 200 m, the bridge required careful assessment of the behaviour of the complete cable system.
Unlike conventional rigid pedestrian bridges, the structural response is strongly influenced by:
The engineering model therefore needed to represent the cable-supported system and its interaction accurately.
The bridge uses six main large-diameter cables to carry the primary vertical loads.
Horizontal stability is provided by inclined secondary cables connected to a larger-diameter stabilizing cable.
The complete system needed to work together to provide load-bearing capacity, stability and acceptable structural behaviour across the 200 m span.
Arcus Engineering analysed the global behaviour of the bridge and verified the relevant structural connections.
The engineering scope included:
The analysis was coordinated with the preparation of workshop documentation and reinforcement drawings.
This integrated process supported the transition from structural calculations to practical fabrication and construction information.
Arcus Engineering provides structural analysis, connection design and coordinated technical documentation for pedestrian bridges, cable-supported systems and complex recreational structures.
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