Analisis Struktur Jembatan Gantung Pejalan Kaki Kujau Kabupaten Tana Tidung Dengan Bentang 40 M
This research was conducted to investigate the structural analysis of the Pedestrian Suspension Bridge located in Betayau District. Pedestrian Suspension Bridge is a connector in supporting social and economic activities in Kujau and Betayau villages. This research aims to analyze internal forces, which occur in each structural element in the suspension bridge. The analysis was carried out on each component of the bridge structure, and the loading is used based on Indonesian National Standard (SNI). The bridge suspension design also lines with the Circular of the Minister of Public Works Number 02/SE/M/2010, with a classification of first-class, bridge span is 40 meters and 1.8 meters bridge width. The results of canculations analysis have been carried out on each element of the bridge structure. It consists of the bridge floor, longitudinal girder, transverse girder, hanger, main cable, backstay cable, pylon, beam, slop, foundation piles, and anchor blocks. The results shows that the existing suspension bridge between Kujau and Betayu village can be started Qualified and safe as Pedestrian Suspension Bridge.