PERANCANGAN JEMBATAN I GIRDER DAN TRUSS SISTEM KOMPOSIT BENTANG 110 METER LAHAT SUMATERA SELATAN
Keywords:
Jembatan, Rangka Baja, Balok I, Komposit, Jalan AlternatifAbstract
A bridge is a construction that connects two or more separate areas. Bridges owned by PT. Bara Alam Utama is located in Banjarsari, Lahat Regency, South Sumatra. This bridge is used as an alternative way to bring mining products in the form of coal to the storage station. The total length of the bridge is 110 meters. This bridge is divided into 3 segments, namely the first segment is the beam I bridge, the second segment is the steel frame bridge and the third segment is the beam I bridge. The beam I bridge has a length of 25 m and the steel frame bridge has a length of 60 m. This bridge system uses a composite system of a combination of concrete and steel frames. The planning includes the superstructure and the substructure. From the results of the sondir test, the abutments and pillars are not able to withstand the sliding bearing capacity, therefore piles with a spunpile type with a diameter of 80 cm are used. Bridge planning is guided by RSNI T-12-2004, RSNI T-03-2005, SNI 2833-2016, SNI 1725-2016 and other library sources.
References
[1] AASTHO.2010. ASSHTO LRFD Bridge Design Specifications Fifth Edition. American Association Of State Highway annd Transpotation Officials. Washington, DC.
[2] Departemen Pekerjaan Umum. 1992. Peraturan Perencanaan Teknik Jembatan Bridge Management System Vol 1. Direktorat Jenderal Bina Marga.
[3] Departemen Pekerjaan Umum. 2018. Spesifikasi Umum Jalan dan Jembatan. Direktorat Jenderal Bina Marga.
[4] Direktorat Jendral Bina Marga. 2004. RSNI T-12-2004 tentang Perencanaan Struktur Beton untuk Jembatan. Badan Standarisasi Nasional.
[5] Direktorat Jendral Bina Marga. 2005. RSNI T-03-2005 tentang Perencanaan Struktur Baja untuk Jembatan. Badan Standarisasi Nasional.
[6] Direktorat Jendral Bina Marga. 2016. SNI 1725-2016 Standar Pembebanan untuk Jembatan. Badan Standarisasi Nasional.
[7] Direktorat Jendral Bina Marga. 2016. SNI 2833-2016 Perencanaan Jembatan Terhadap Beban Gempa. Badan Standarisasi Nasional.
[8] Direktorat Jendral Bina Marga. 2017. SNI 2052-2017 Baja Tulangan Beton. Badan Standarisasi Nasional.
[9] Gunawan, Rudi.1987. Tabel Profil Konstruksi Baja. Yogyakarta : Kanisius
[10] Nasution, Tahmrin. 2012. Struktur Jembatan Komposit. Medan : ITM
[11] Setiawan, Agus. 1993. Struktur Baja Edisi Kedua. Jakarta : Erlangga