ASSESSMENT ANALYSIS OF THE CONDITION OF THE SEI. LALAK II BRIDGE USES FRACTURE CRITICAL MEMBER
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Abstract
Bridge inspection plays a vital role in prevention before the occurrence of continuous damage. Sei Bridge. Lalak II is a steel truss bridge located in the Airmolek Subdistrict, Indragiri Hulu Regency, Riau Province. The purpose of this study was to analyze the condition of the damage to the elements of the Sei bridge. Lalak II in Indragiri Hulu Regency. The method used to analyze the condition of bridge damage is based on the Fracture Critical Member (FCM) method While the results of the FCM method are trusses that have the highest stress ratio in rod number 2 with a stress ratio value (0.717), rod number 7 with a stress ratio value (0.717) and rod number 33 with a stress ratio value (0.717). From this value, the condition of the truss is in the warning category, so light rehabilitation is needed, such as painting the steel frame. At the FCM screening stage, the score obtained is 25 points, then the next examination is carried out for a maximum of the next 24 months. At the FCM assessment stage, the score obtained is 104 points, then the subsequent examination will be carried out in the next 12 months. The overall condition of the Sei bridge. Lalak II required light rehabilitation to maintain the bridge in the long term.
References
BMS, Panduan Pemeriksaan Jembatan, bagian 1. (1993). Panduan Pemeriksaan Jembatan.
Apriani, Widya and Megasari, Shanti Wahyuni and Putri Loka, Wella Alrisa. (2018) PENILAIAN KONDISI JEMBATAN RANGKA BAJA DI RIAU DENGAN METODE BRIDGE MANAGEMENT SYSTEM. Program Studi Teknik Sipil, 4 (2). pp. 103-106. ISSN https://journal.unilak.ac.id/index.php/SIKLUS
Apriani, W., Megasari, S. W., Alrisa, W., & Loka, P.. (2018). Penilaian Jembatan Rangka Baja Transfield Australia Dengan Metode Fracture Critical Member ( Studi Kasus : Jembatan Siak 2 Pekanbaru ). September, 18–19
Apriani, W., Lubis, F., Suryanita, R., Firzal, Y. (2020). The Evaluation of Changes in Camber Position to Deflection of Arch Steel Bridge in Extreme Loads. In: Mohamed Nazri, F. (eds) Proceedings of AICCE'19. AICCE 2019. Lecture Notes in Civil Engineering, vol 53. Springer, Cham. https://doi.org/10.1007/978-3-030-32816-0_62
Widya Apriani and Shanti Wahyuni Megasari (2020) IOP Conf. Ser.: Earth Environ. Sci. 469 012049
Kasus, S., Atinggola, J., & Gorontalo, P. (2021). Penilaian Kondisi Dan Prediksi Umur Sisa Berdasarkan Bridge Management System 1993. 9 (1), 1–12.
Kumalasari, D., & Sumargo, S. (2020). Investigasi Visual Jembatan Kp. Keling A & B Menggunakan Metode Bridge Management System (BMS). Teknika, 14(x),103–111.
FHWA. (n.d.). FHWA, 2012.
Kasus, S., Atinggola, J., & Gorontalo, P. (2021). Penilaian Kondisi Dan Prediksi Umur Sisa Berdasarkan Bridge Management System 1993. 9 (1), 1–12.
Kumalasari, D., & Sumargo, S. (2020). Investigasi Visual Jembatan Kp. Keling A & B Menggunakan Metode Bridge Management System (BMS). Teknika, 14(x),103–111.
Safana, N. G., & Sumargo, S. (2021). Penilaian Kondisi Visual dan Prediksi Sisa Umur Jembatan Way Gedau Lampung dengan Metode Bridge Management System. Jurnal Teknik Sipil, 28 (1), 23–30.
Sipil, M. T., Rehabilitasi, T., Pemeliharaan, D. A. N., Sipil, B., Pascasarjana, P., Sebelas, U., & Surakarta, M. (2012). CRITICAL MEMBER (Studi Kasus : Jembatan Bandar Kota Kediri) METHOD WITH FRACTURE CRITICAL MEMBER APPROACH (Case Study in Jembatan Bandar Kota Kediri) (Studi Kasus : Jembatan Bandar Kota Kediri).
SNI RSNI. (2005). Rancangan Standard Nasional Indonesia Tahun 2005 Tentang Perencanaan Struktur Baja untuk Jembatan. Badan Stadardisasi Nasional (BSN) Indonesia.
Sumargo, Hakiki, R., & Raafidiani, R. (2020). Evaluasi Dan Penanganan Jembatan Di Pulau Nias Provinsi Sumatera Utara Dengan Metode Bridge Management System. Jurnal Teknik Sipil, 22(2), 874–878
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