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This document provides an example calculation for determining the maximum centrifugal force on a continuous bridge pier. The problem statement gives details of a 2-lane continuous curved bridge, including total length, effective span length, radius of curvature, and design speed. The solution shows that for a large radius, the curved span can be treated as straight. It then calculates: (1) the maximum reaction at Pier B due to live load, (2) the centrifugal force at Pier B using the reaction and design
- Author
- jatin singla
- Language
- EN