The footbridge structure is designed as a truss system with a top deck spanning 60.0 m, connected to two concrete spans of 16.0 m and 12.0 m. The entire structure acts statically as a continuous beam. The load-bearing steel structure consists of two truss girders arranged in a rhombic system, featuring a curved bottom chord made of circular hollow sections interconnected by crossbeams. The main girders are inclined and converge toward the midpoint of the span. The deck is designed as a reinforced concrete slab at the level of the top chord. The crossbeams connecting the top chords are embedded in the deck, which ensures the stability of the top chords. The structure is indirectly supported on bearings of the end cross girders.
