Pedestrian footbridge over railway line No. 30 in Lubartów

The presented model depicts a pedestrian footbridge in Lubartów over railway line No. 30, designed as a 3-span frame structure. One of the spans is designed as a cantilever span, supporting the structure of stairs and ramps. The load-bearing system consists of two parallel steel girders with variable cross-sections. Transverse connections of the girders are steel crossbeams, on which a steel orthotropic deck serves as the walkway. Railings with a height of 1.30m and handrails made of steel tubes are designed along the entire length of the footbridge. On the northwest side of the footbridge, a reinforced concrete platform with a length of 7.20m is designed to connect the footbridge to the ramp's embankment. The platform's load-bearing structure consists of steel beams encased in concrete. Concrete stairs with a width of 3.0m and a variable cross-section height are located opposite the ramp. The load-bearing structure of the stairs is designed in the form of steel beams encased in concrete. At the intersection of the footbridge with the railway tracks, anti-electrocution shields are designed, with a steel mesh stretched between the horizontal girders and the footbridge frame.

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