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This document discusses the design of reinforcement for a 7m tall pier that supports a spillway bridge. It provides details on load calculations, bending moment diagrams, and reinforcement requirements for three zones along the pier. Zone I requires the highest reinforcement at the base with 25 bars at 200mm spacing. Zone II and III require progressively less reinforcement with Zone III requiring 50% of Zone I or a minimum of 25 bars at 300mm spacing. Reinforcement areas, bar sizes, and spacing are calculat

Author

vasu7900

Language

EN