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ANALISIS PERILAKU STRUKTUR JEMBATAN RANGKA BAJA TIPE WARREN DENGAN VARIASI BEBAN KENDARAAN

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Penilaian

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Warren truss bridge has a very good ability to distribute loads evenly to all bridge components. In this study, 5 variations of vehicle loads were used as a variation of traffic loading consisting of 3 types of vehicles, namely passenger cars, buses, and trucks. This study aims to analyze and compare the structural behavior experienced by the warren type steel frame bridge when given a variation of vehicle loads. Modeling and analysis in this study were carried out with the help of the MIDAS CIVIL program which is guided by SNI 1725: 2016, SNI 2833: 2016, RSNI-t-03-2005, and AISC 360-10. The structural behavior parameters analyzed were internal force, deflection, and steel capacity ratio. In addition to the variation of vehicle loads, a loading combination based on SNI 1725:2016 is also given, which consists of a strong limit state to a service limit state. Based on the loading combination regulated in SNI 1725:2016, the analysis results show that the largest internal force is generated in the loading combination of strong state 1, namely the ultimate shear force of 432.81 kN and the ultimate axial force of 1490.4 kN. While the results of the analysis based on the variation of vehicle loads show that the largest internal force is generated by the bus-passenger car-passenger car vehicle sequence for the ultimate shear force of 58.457 kN and the passenger car-bus-passenger car vehicle sequence for the ultimate axial force of 146.933 kN. The results of the analysis of structural behavior towards deflection along with the steel capacity ratio caused by variations in vehicle loads and loading combinations show that neither the deflection value nor the steel capacity ratio exceeds the safety limit.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
2507003365	T175308	T1753082025	Central Library (Reference)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T1753082025

Publisher

Indralaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya., 2025

Collation

xxi, 81 hlm., ilus., tab.; 29 cm

Language

Indonesia

ISBN/ISSN

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Classification

624.07

Content Type

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Media Type

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Carrier Type

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Edition

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Subject(s)

Teknik Sipil

Specific Detail Info

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Statement of Responsibility

EM

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