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This document discusses the planning of calculations for a 100-meter suspension bridge. It describes suspension bridges as structures used for long spans without middle pillars. The planning results from manual calculations and SAP2000 v.14 analysis are compared, with the manual calculations being more conservative. The main cable is designed as 6x19 IWRC 42 mm steel cable totaling 312 meters. Hanger cables are 9.5 mm diameter steel totaling 669 meters. Steel pylons of 400.400.13.21 mm IWF profile 10 meters

Author

Okta Candra Gunawan

Language

EN