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      "keywords": "LRFD, Midas Civil, Lendutan, Kombinasi, Jembatan.",
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      "abstract": "Indonesia has a diverse topography, resulting in many regions being separated by rivers, making bridge infrastructure a vital asset in supporting community mobility and economic growth. A crucial access point in Serang City, Banten, is the Kaujon Bridge, which utilizes a steel truss system with a triangular configuration to distribute axial loads efficiently. However, this bridge, which has been in operation since 2005, was designed using old planning standards that differ from the current regulations. In line with the development of more conservative design standards, a structural performance evaluation is essential to ensure long-term bridge safety against increasing load requirements. This study aims to re-analyze the structural capacity of the Kaujon Bridge in withstanding loads based on the latest Indonesian National Standards (SNI). The primary focus of the research includes evaluating the sectional capacity of main elements and examining deflection values compared to the allowable deflection limits under the newest regulations. The analysis covers various structural components, ranging from the superstructure to the substructure. The structural design refers to SNI 1725:2016, SNI 1729:2020, ACI 318-14, and AASHTO-LRFD 2012. Calculations were performed using Microsoft Excel, Midas Civil 2022, and spColumn software. The results indicate that all structural elements of the Kaujon Bridge are still capable of withstanding the loads according to the latest SNI standards. In tension and compression elements, the design strength (φRn) remains greater than the factored load (Pu), including the connections and floor slabs, which are technically declared safe. The substructure, consisting of abutments and pile foundations, is also proven capable of carrying the working load combinations. Based on the serviceability limit state review, the maximum allowable deflection for the bridge (L\/800) is 40 mm. The calculation results show that the largest deflection occurs in the Service 2-TD combination at 39.96 mm. Thus, it can be concluded that the Kaujon Bridge still meets the strength and serviceability requirements in accordance with the prevailing national standards",
      "full_text_status": "restricted",
      "title": "ANALISIS JEMBATAN RANGKA BAJA (STUDI KASUS:\r\nJEMBATAN KAUJON, JALAN K.M IDRIS NO. 13, KEC.\r\nSERANG, KOTA SERANG, BANTEN)",
      "referencetext": "Abi, M., Nadi, B., Agoeng, W., Aspar, N., Barasa, W., & Primadiyanti, S. P. (2024). BEHAVIOR OF A STEEL STRUCTURE RAILWAY BRIDGE UNDER. 367–379.\r\nAmerican, A., & Standard, N. (2016). Specification for Structural Steel Buildings.\r\nArif, M. A., Azhar, M., Bangun, S., & Naibaho, P. R. T. (2023). Analisis Kapasitas Profil Gelagar Memanjang Dan Gelagar Melintang Terhadap Gaya-Gaya Dalam Jembatan Rangka Baja Tipe Warren Dengan Menggunakan Software Midas Civil 2019 (Studi Kasus : Jembatan Penghubung Gedung RSCM Kencana – Gedung RSCM Kirana). Jurnal Ilmiah Global Education, 4(4), 2250–2264. https:\/\/doi.org\/10.55681\/jige.v4i4.1164\r\nASTM E8. (2010). ASTM E8\/E8M standard test methods for tension testing of metallic materials 1. Annual Book of ASTM Standards 4, i(C), 1–27. https:\/\/doi.org\/10.1520\/E0008\r\nBaron, E., Matos, J., & Dang, S. N. (n.d.). Structural Assessment Based on Vibration Measurement Test Combined with an Artificial Neural Network for the Steel Truss Bridge.\r\nBoominathan, R. (2024). Design and Analysis of Steel Bridge Withstand Extreme Weather Conditions Using Midas Civil. 7(2).\r\nChen. (2014). Bridge Engineering Handbook (Second Edition): Foundamentals (Vol. 01).\r\nGere, J. M., & Goodno, B. J. (2013). Mechanics of materials Bài tập. https:\/\/doi.org\/10.31219\/osf.io\/j5gsa\r\nHardiyatmo, H. C. (2008). Teknik Fondasi II. Gadjah Mada University Press, 316.\r\nIbrahim, M., Ammar, Z., Wahyuni, E., & Iranata, D. (2017). Effects of Vibration Located on the Steel Truss Bridges under Moving Load EFFECTS OF VIBRATION LOCATED ON THE STEEL TRUSS BRIDGES. April. https:\/\/doi.org\/10.12962\/j23546026.y2017i1.2198\r\nIndonesia, S. N., & Nasional, B. S. (2016). Perencanaan jembatan terhadap beban gempa.\r\nJimmy, P. (n.d.). MODUL PELATIHAN TEKNIK DAN SOFTWARE.\r\nK, S. S., Shashank, S. N., Shashank, N. M., & Bajantri, V. S. (2023). DESIGN AND ANALYSIS OF SUSPENDED STEEL GIRDER BRIDGE USING MIDAS CIVIL. 06, 948–954.\r\nKajale, A. D., & Patil, P. Y. T. L. (2023). Seismic Analysis of Cantilever Steel Truss Bridge. 2743–2755. https:\/\/doi.org\/10.46254\/in02.20220636\r\nLaia, E. H. (2023). Evaluasi Kinerja Jembatan Rangka Baja Sei Belawan Desa Tanjung Anom Kecamatan Pancur Batu.\r\nLailatul Umroniah, M. R. (2023). Perencanaan Jembatan Rangka Baja Tipe Parker Bentang 78. Universitas Bhayangkara Surabaya , Indonesia. 4(5), 570–578.\r\nLiu, H., Li, M., Dai, Y., & B, M. O. (n.d.). Key Construction Technologies for Steel Truss Bridges in High Water Level and High Flow Velocity Conditions : A Case Study for Shoupanyan Bridge (Vol. 4). Springer Nature Singapore. https:\/\/doi.org\/10.1007\/978-981-97-5814-2\r\nMahardika, K. M., Studi, P., Sipil, T., Teknik, F., Dan, S., & Indonesia, U. I. (2021). EVALUASI KINERJA STRUKTUR ATAS JEMBATAN SARDJITO 1 DENGAN METODE PUSHOVER ANALYSYS ( EVALUATION OF STRUCTURAL PERFORMANCE ON SARDJITO 1 BRIDGE USING PUSHOVER ANALYSIS METHOD ).\r\nNasional, B. S. (2016). Standar pembebanan untuk jembatan.\r\nNassif, H., Liu, M., Su, D., & Gindy, M. (n.d.). for Bridges with High-Performance Steel Girders. https:\/\/doi.org\/10.3141\/2251-03\r\nOfficials, A. A. of S. H. and T. (2007). AASHTO LRFD Bridge AASHTO LRFD Bridge.\r\nPio Ranap Tua Naibaho, A. R. R. (2024). ANALISIS DISPLACEMENT DAN PARTISIPASI MASSA STRUKTUR JEMBATA TERHADAP BEBAN GEMPA (Studi Kasus : Pembangunan Jembatan Jalan TOL Ruas Besuki - Asembagus). 4(9), 1409–1416.\r\nPramana, R., & Darma, I. S. (2024). Journal of Engineering and Technological Sciences Fatigue Evaluation of Steel Truss Arch Bridge Based on Traffic Load Simulation Using Weigh-in-Motion Data : Case Study of Rumpiang Bridge Methodology Data. 56(6), 756–769. https:\/\/doi.org\/10.5614\/j.eng.technol.sci.2024.56.6.7\r\nPratama, F. (2022). Peninjauan Ulang Struktur Bawah Meliputi Bored Pile Dan Pilar Pada Proyek Pembangunan Paket Lot 3 Jembatan Kretek 2 Bantul.\r\nQu, Z., Tang, Z., & Zhou, Y. (2023). Stability Analysis of a Simple-Supported Bridge with Steel Truss Structure Based on Abaqus Software. 51, 132–136.\r\nRasidi Nawir, Farhan Ayuhan Fahmi, A. R. (2024). MENGGUNAKAN SOFTWARE UNTUK JEMBATAN TAMBANG DESA. 5, 139–145.\r\nRohadi, S., Ariadi, D., & Mochtar, B. (2018). Perencanaan Struktur Bangunan Bawah Abutment Jembatan Desa Sekerat Kecamatan Bengalon Kabupaten Kutai Timur. Ejurnal.Untag-Smd.Ac.Id, 1–16.\r\nSetiawan, F. W. (2021). Analisa Sifat Mekanik Uji Tarik Logam Paduan Kuningan 60 \/ 40 ( Cu Zn ), Baja Karbon 0 , 4 % ( Oil Quench-Temper ) Dan Perunggu Aluminium. Mesin Industri Dan Otomatis, 2(December), 33–41.\r\nTroitsky. (1994). Bridge Engineering HandBook, Troitsky, M.S.\r\nUMUM, K. P., RAKYAT, D. P., & MARGA, D. J. B. (n.d.). KUMPULAN KORELASI PARAMETER GEOTEKNIK.",
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