Nepal Tatopani Pokhara Kosi River Bridge
Project Overview: The main girder of this bridge is a 90-meter simply supported steel truss beam, arranged in a full-width configuration. Two trusses are arranged transversely across the bridge. The center-to-center distance between the main trusses is 10.5 meters, with a truss height of 8.5 meters. The lengths of the individual truss segments are 6.25 meters and 8.5 meters respectively, and the entire bridge comprises a total of 11 segments. The steel truss beam consists of top chords, bottom chords, web members, longitudinal and transverse beams, upper horizontal bracing, and bridge portal frames, with a total steel usage estimated at approximately 870 tons. The project employs an integrated traction and sliding construction method.
Construction period: July 2018 – January 2019
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Company Address: China, Shandong, Liaocheng, High-tech Zone, Huanghe Road Science and Technology Building
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