The structural planning of the girder pci girder spanning 25.90 m Pier 20-21 on the Cimanggis - Cibitung Cctw 2 Toll Road Project

Authors

  • Syella Surviyanda Islami Universitas Global Jakarta

DOI:

https://doi.org/10.56904/jgers.v1i2.22

Keywords:

Fly Ove, PCI Girder, Computer Program, Prestressed Concrete

Abstract

This Bridge Structure Planning is a development which is located on the main road in the MM2100 area. With this planning aims to overcome the problem of congestion in this location. The girder planning with a span length of 25.90 meters was built using Precast Concrete I Girder. The required technical data is the span’s length, the road’s width, and the road’s class. The basis for planning this bridge refers to the regulations of SNI 1725: 2016, SNI 2833: 2016, and SNI 2847: 2019. The calculated loads are dead, live, traffic, and environmental. In this plan, the Microsoft Excel program is used to facilitate the analysis of the PCI-Girder structure. The result of this plan is to get the shape and dimensions of the long-span PCI Girder that supports the load acting on the bridge structure to obtain a safe bridge structure.

Published

2022-12-31

How to Cite

Islami, S. S. (2022). The structural planning of the girder pci girder spanning 25.90 m Pier 20-21 on the Cimanggis - Cibitung Cctw 2 Toll Road Project. Journal of Global Engineering Research and Science, 1(2). https://doi.org/10.56904/jgers.v1i2.22
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