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This document summarizes a study analyzing different hanger configurations for a tied-arch bridge with a 100 meter span. Three-dimensional finite element models were created to investigate the influence of hanger arrangements on structural efforts. The optimal configuration was found to be a network of inclined hangers that cross at least twice, distributing efforts efficiently along the arches and tie beams which experience primarily compression and tension. This configuration results in fewer compressed h

Author

cerbu_bass_cdc

Language

EN