Structural Analysis of the Bailey Bridge On The SerangPanimbang Toll Project Section 3

Q: What is the objective of this study on the Bailey bridge?

To evaluate the safety of the Bailey bridge for the SerangPanimbang Toll Project Section 3 under loads relevant to the project, using LRFD based on current loading regulations.

Q: What loading scenario is used in the analysis?

The study uses heavy-vehicle loading reaching 80 tons with a design span of 42 meters, and evaluates multiple bridge configurations.

Q: Which software tools are used for modeling and structural analysis?

The bridge model is created using CSi Bridge, and structural analysis calculations are performed using ETABS.

Oct 23, 2026

Uploaded by Rainbow Cat

Bailey bridge safety is evaluated for the SerangPanimbang Toll Project Section 3 using Load Resistance Factor Design (LRFD) in response to uncertainty about compliance with the latest loading regulations. The study analyzes a Bailey bridge produced by PT Bukaka Teknik Utama under heavy-vehicle loading up to 80 tons with a 42 m design span. Structural internal forces and deflection limits are computed via CSi Bridge and ETABS, verifying that maximum deflection and member design ratios satisfy applicable standards.

LanguageEnglish

CategoryResearch & Report

FormatPDF

Pages8

Reading Time20 min

AccessFree to download

I. INTRODUCTION

II. METHODOLOGY

2.1. Permanent Load

2.2. Traffic Load

2.3. Environmental Load

Structural Analysis of the Bailey Bridge On The SerangPanimbang Toll Project Section 3 Muhammad Iqbal Vikri Dzulfikar1) , Isdaryanto Iskandar2) , Darmawan Adi Susanto3) 2)Departement of Enggineering, Atma Jaya Catholic University of Indonesia 3)Departement of Infrastructure PT. Adhi Karya (Persero) Tbk of Indonesia Abstract. Bailey Bridge is a type of temporary emergency bridge in the form of a steel frame. Bailey bridge truss consists of panels that can be arranged in various truss formations for various spans and number of lanes. Several Bailey bridge products are offered in the market. However, it is not known for certain whether this typeof bridge is safe against loads based on the latest loading regulations. In this study, the Bailey bridge safety evaluation was carried out based on the Load Resistance Factor Design (LRFD). The case study used in this study is the Bailey bridge produced by PT Bukaka Teknik Utama at the SerangPanimbang Toll Project Section 3. In this study, an analysis was carried out with the loading conditions due to heavy vehicles reaching 80 tons with a design span of 42 meters. The analysis carried out includes an analysis of the internal forces of the bridge structural components as well as the analysis of deflections for each bridge configuration. The modeling of the bridge structure is carried out using the CSi Bridge program and the structural analysis calculations are carried out using the Etabs program. Based on the results of the study, it was found that the maximum length met the safe limit based on applicable guidelines and standards. On the bridge with loading conditions, it was found that the panel bridge structure that will be used to be traversed by heavy equipment reaches 80 tons with a span of 42 meters capable of withstanding the loads that occur where the deflection is 41.43mm < L/800 = 52.5mm, and the ratio maximum bar design 0.92<1. Keywords: Bailey Bridge, Deflection Analysis, BaileyTipeTSR Received 07 August, 2022; Revised 20 August, 2022; Accepted 22 August, 2022 © The author(s) 2022. [P](Published with open access at www.questjurnals.org)[ublished with open access at](Published with open access at www.questjurnals.org)[ www.questjurnals.org](Published with open access at www.questjurnals.org) I. INTRODUCTION Bailey Bridge is very strategic in supporting temporary needs or for areas that are difficult to reach and also very quickly installed to assist project implementation. In the SerangPanimbang Toll Project there is no or difficult to reach, so that all activities will be disrupted and even cannot be carried out as a whole on the project, therefore, the Bailey bridge which is strong, fast, and able to withstand large loads is suitable to be applied, eventhough it is temporary in nature after When the project is completed, the Bailey bridge can be dismantled and used again in other projects. Bailey's base bridge consists of three main parts. The strength of the bridge is supported by panels on the side. The panels are 10 feet (3.0 meters) long, 5 feet (1.5 meters) high, each cross weighs 570 pounds (260 kilo grams), and can be lifted with easy tools. The panels are made of welded steel. The top and bottom chords of each panel have interlocking male and female latches on which engineers can attach panel connecting pins. A useful feature of the Bailey bridge is its ability to be launched from one side of the gap. In this system, most of the front of the bridge is tilted with wedges into a “launch nose” and most of the bridge is left without struts and ribs. The bridge is placed on rollers and pushed through the gap, using a handy tool available at the project site, at which point the roller is removed (with the aid of a jack) and ribs and road bed are installed, along with any additional panels and transoms that may be required. In the plan, it will be used as a link on the Ciliman river with a span of 42 meters to be part of the construction of the Serang-Panim

FAQs

What is the objective of this study on the Bailey bridge?

To evaluate the safety of the Bailey bridge for the SerangPanimbang Toll Project Section 3 under loads relevant to the project, using LRFD based on current loading regulations.

What loading scenario is used in the analysis?

The study uses heavy-vehicle loading reaching 80 tons with a design span of 42 meters, and evaluates multiple bridge configurations.

Which software tools are used for modeling and structural analysis?

The bridge model is created using CSi Bridge, and structural analysis calculations are performed using ETABS.

Oct 23, 2026

Uploaded by Rainbow Cat