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Ahmad Cahyadi **)
Departemen Geografi Lingkungan, Fakultas Geografi, Universitas Gadjah Mada
Agriculture, Biological Sciences & Forestry Astronomy Biochemistry, Genetics & Molecular Biology Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Education Electrical & Electronics Engineering Energy Engineering Environmental Science Languange, Linguistic, Communication & Media Mathematics Social Sciences Transportation Other

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Journal : Jurnal Teknik Sipil

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KAJIAN JEMBATAN A-HALF THROUGH ARCH DENGAN SNI 1725:2016 DAN SNI 2833:2016 (STUDI KASUS JEMBATAN RUMPIANG KABUPATEN BARITO KUALA) Chairunnisa, Nursiah; Pratiwi, Ade Yuniati; Cahyadi, Ahmad; Karim, Abdul; Nurwidayati, Ratni; Prakoso, Puguh Budi
JURNAL TEKNIK SIPIL Vol 13, No 1 (2024): Volume 13 Nomor 1 Mei 2024
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v13i1.37056

Abstract

The Rumpiang Bridge is a Half Through Arch type bridge in Marabahan City, Barito Kuala District. This bridge was constructed in 2003 using loading regulations based on the BMS 1992 regulations. In 2016, the government issued the bridge loading regulations SNI 1725:2016, which introduced differences in loading compared to BMS 1992. Therefore, a structural modeling of the bridge was carried out to determine its capacity using the updated loadings from SNI 1725:2016 and SNI 2833:2016. The research utilized the Midas Civil software for assistance. The assessment of the bridge's capacity was based on the deflection values experienced by the bridge. The analysis results indicated that the maximum deflection values occurred under the combination of Static Load Case 1 and Dynamic Load Case 1. For Static Load Case 1, the maximum deflection values at the center span according to BMS 1992 and SNI 1725:2016 were 47.37 cm and 47.25 cm respectively. For Dynamic Load Case 1, the maximum deflection values at the center span according to BMS 1992 and SNI 1725:2016 were 30.108 cm and 28.41 cm respectively. On the other hand, under seismic loading based on SNI 2833:2016, the displacement experienced by the bridge due to the extreme combination 1 was 13.933 mm. Based on the conducted analysis, it is evident that the loading requirements from SNI 1725:2016 yield deflection results that still meet the criteria compared to the loading requirements from BMS 1992.
Co-Authors Abdul Karim Ade Yuniati Pratiwi Afid Nurkholis Agus Riyanto, Indra Aji Dwi Pratama Andung Bayu Sekaranom Anindya Arma Risanti Ardila Yananto Aries Dwi Siswanto Awanda Sistia Risky Azura Ulfa Danang Sri Hadmoko Darmakusuma Darmanto Darmakusuma Darmanto Darmakusuma Darmanto Dicky Satria Dini Feti Anggraini Diwijaya, Sonna Dwi Laksono, Angga Dwi Putra, Rakhmat Dwi Septiyanto, Dwi Dwi Sismoyo Dzakwan Taufiq Nur Muhammad Eko Haryono Eko Haryono Eko Haryono Eko Haryono Emilya Nurjani Erick Febriarta Erik Febriarta Erik Febriarta Fajar Sugiarto Fajri Ramadhan Fajri Ramadhan Fattah Tastian, Naufal Febriarta, Erick Febriarta, Erik Fedhi Astuty Hartoyo Gemasakti Adzan Ghalih Nur Wicaksono Gifari Shadad Ramadhan Hakim, Arief Abdurrahman Hamzah Fathoni Hari Prihatno Hari Prihatno Hendi Fatchurrohman Hendy Fatchurohman Hendy Fatchurohman Henky Nugraha Henky Nugraha, Henky Hilary Reinhart Husna Diah Igor Yoga Bahtiar Ikhwan Arbi Kurniawan Indra Agus Riyanto Indra Agus Riyanto Indra Agus Riyanto Indra Agus Riyanto Kurniawan Andre Cahyono Labib, M. Ainul Latifah Latifah Lely Andriani Nasution Lili Ismangil M Widyastuti M Widyastuti M. Widyastuti Marfai, Muh Aris Margaretha Widyastuti Melati Ayuning Putri Muchammad Amin Nurrohman Muh Aris Marfai Muh. Aris Marfai Muhammad Naufal Muhammad Naufal Muhammad Naufal, Muhammad Muhammad Sufwandika Wijaya MULYONO, NANANG Naufal Fattah Tastian Naufal Fattah Tastian Novita Rahmawati Nugroho Adji, Tjahyo Nursiah Chairunnisa Nurul Khakhim Nurul Khakhim Nurwidayati, Ratni Prakoso, Puguh Budi Pramono Hadi, Mohammad Putra, Rakhmat Dwi Rakhmat Dwi Putra Ramadhan, Fajri Raras Endarto Rasyiida Acitya Ratna Destra Kurniasari Ratri Abdatush Sholihah Risma Sari Septianingrum Riyanto, Indra Agus Rizki, Raden Ludhang Pradipta Roesdi Fitra Ariefin Romza Fauzan Agniy Romza Fauzan Agniy Romza Fauzan Agniy Safira Prameswari Satrio, Fahry Adhi Sembodo Noviandaru Setyawan Purnama Setyawan Purnama Setyawan Purnama Setyawan Purnama Setyawan Purnama Setyawan Purnama1 Sigit Heru Murti Slamet Suprayogi Sudarmadji Sudarmadji Sudrajat sudrajat Susianti, Noor Alia Taufiq Nur Muhammad, Dzakwan Tivianton, Tommy Ardian Tjahyo Nugroho Adji Tjahyo Nugroho Adji Tjahyo Nugroho Adji Tjahyo Nugroho Adji Tjahyo Nugroho Adji Tjahyo Nugroho Adji Tommy Ardian Tivianton Victor Kusuma Ramadan Vienastra, Septian Wahyu Hidayat Wahyu Ristiawan, Angga Wilda Aulia Fathoni Wisnu Agung Waskita Wisnu Agung Waskito Wisnu Agung Waskito