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This document analyzes the static and fatigue calculations and simulations of poles for a monocable ropeway system used for oil palm transportation in Indonesia. The analyses include mathematics calculations and simulations of pole stress, fatigue, and buckling under straight, turning, and sloped track conditions. The results show that for all conditions analyzed, the maximum normal cable stresses are significantly less than the yield strength of the hollow galvanized steel pole material, indicating the pol

Author

Kiki Shawol Onew Mvps

Language

EN