ANALISIS PERENCANAAN STRUKTUR ATAS JEMBATAN MENGGUNAKAN BALOK BETON DI DESA RANJENG, KEC. CIRUAS, KAB. SERANG, BANTEN
DOI:
https://doi.org/10.46306/vierendeel.v1i2.120Keywords:
jembatan, baja IWF, perancangan struktur, analisis beban, konstruksi jembatan, bridge, IWF steel, structural design, load analysis, bridge constructionAbstract
This research discusses the planning of bridge structures using IWF steel in Gandayasa village, Kec. Keragilan, Kab. Attack Banten. This research aims to identify the need for appropriate bridge structural design in Gandayasa village. Bridges are an integral part of transportation infrastructure that connect areas separated by natural or artificial barriers. This research aims to design a bridge structure using IWF (I Wide Flange) steel as the main component in the frame system and combining it with for the support section. IWF steel was chosen because of its ability to withstand heavy loads, its high level of stiffness, as well as the cost and construction efficiency it offers. system, renowned for its efficiency in load distribution and minimal use of materials, was used to increase the stability and strength of the bridge. Design is carried out through static and dynamic load analysis, material selection, and simulation with structural analysis software such as SAP2000. The research results show that the combination of IWF steel can produce a bridge design that is efficient in load distribution, as well as optimizing construction costs and time. This research offers a new approach to innovative and economical bridge design
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References
Y. Djoko Sutyartoyo , Standar Pembebanan Pada Jembatan Menurut SNI 1725 2016, 2017
Badan Standar Nasional, RSNI T-02 2005: Standar Pembebanan Untuk Jembatan, Jakarta, 2005
Y.D. Setiyarto dan R. Fahmi, Laporan Penelitian: Analisis Perbandingan Pedoman Pembebanan RSNI T-02-2005 dan SNI 1725 2016 Pada Struktur Jembatan, Bandung, 2017
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