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This document summarizes the structural design of a steel truss bridge consisting of 3 spans totaling 206 meters. It outlines the materials used, including grades of concrete and steel, as well as loads considered in the design such as dead loads, live loads, wind loads, seismic loads, and load combinations. The bridge features steel trusses supported on reinforced concrete piers and abutments with cantilever pier caps on pile foundations. Bearings include POT-PTFE and metal guide bearings to protect the su

Author

Shivendra Kumar

Language

EN