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This document provides details of a bridge including its dimensions, materials used, analyses assumptions, and design parameters. The bridge has a span of 34.9 meters with a carriageway width of 25 meters. Concrete grade M35 and reinforcement steel grade Fe500 are used. The analyses assume a relative humidity of 60% and moderate exposure. Design parameters include permissible stresses in concrete and steel, crack width, soil properties, live load surcharge, and seismic zone factors. Foundation bearing capac

Author
Varun Verma
Language
EN

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