Comparison of Warren Type Steel Truss Bridge Planning with Truss Bridge Standard No. 07/BM/2005 (Case Study: Tabang Penjalin Bridge Construction Project)

DOI

10.2991/978-94-6463-732-8_38How to use a DOI?

Keywords

Frame Steel; Truss Bridge; Warren

Abstract

Good transportation facilities will make it easier for an existing area to develop further. In order for traffic to flow smoothly and not be hampered, the condition of the infrastructure must always be treated and maintained. Until now, the guidelines used for steel truss bridges are Guideline No: 07/BM/2005 issued by the Public Works Department, Directorate General of Highways. Purposes to this study to redesign the superstructure of a warren type steel truss bridge and compare the results of the bridge planning with standard truss bridge No. 07/BM/2005. This bridge is a new alternative that will function as a means of connecting Tabang District - Kembang Janggut District, Kutai Kartanegara Regency. The planned steel truss bridge is 60 m long and 9 m wide. The method used in bridge planning is the LRFD (Load and Resistance Factor Design) method based on the concept of probability which uses statistical characteristics of resistance and load. The regulations used to design this warren type steel truss bridge are the Indonesian National Standard (SNI) 1725:2016 and RSNI T-03–2005 regulations. The stages in planning a truss bridge are analysis of the bridge’s longitudinal girders, analysis of the bridge’s transverse girders, and analysis of the main frame structure. From the results of the analysis of the design of the bridge’s upper structure, the steel profile used in the longitudinal girder is HB 400.400.20.35, the transverse girder profile is IWF 900.300.18.34, the main steel frame profile is HB 400.400.45.70, and the wind tie profile is HB 250.250.14.14.

Copyright

© 2025 The Author(s)

Open Access

Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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TY  - CONF
AU  - Ery Budiman
AU  - Mardewi Jamal
AU  - Faris Fadillah
PY  - 2025
DA  - 2025/06/07
TI  - Comparison of Warren Type Steel Truss Bridge Planning with Truss Bridge Standard No. 07/BM/2005 (Case Study: Tabang Penjalin Bridge Construction Project)
BT  - Proceedings of the International Conference on Tropical Studies and Its Application (ICTROPS 2024)
PB  - Atlantis Press
SP  - 403
EP  - 425
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-732-8_38
DO  - 10.2991/978-94-6463-732-8_38
ID  - Budiman2025
ER  -