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This document provides design calculations for the Wuhama River bridge superstructure and deck slab. The superstructure consists of two 15.22m span T-girders and a 33.51m span box girder. Preliminary dimensions are calculated for the T-girders including depth, spacing, web width, and slab thickness. Loads are also calculated for the deck slab including dead loads from asphalt, concrete, and railings. Live load moments are analyzed using moment distribution including maximum positive moments near span points

Author

Mitiku Aregie

Language

EN