Desain Girder Jembatan Sungai Terkul Menggunakan Struktur Komposit Berdasarkan Pembebanan SNI 1725:2016 (Studi Kasus :Kelurahan Terkul, Kecamatan Rupat)

Abstract

The Terkul river bridge connecting RT.03 to RT.07 at Rupat district with span length
of 30 m and width of 6 m was built in 2013 using standard loading of RSNI T-02-2005. This
paper aims to use the new standard loading of SNI 1725:2016 and applies a composite
structure in determining an effective dimension of bridge girder. The structure design also
still uses RSNI T-12-2004 for concrete and RSNI I-03-2005 for bridge steel structures. The
design result shows span length of 32 m and width of 6 m. Main girder uses the WF profile
1200.300.20.28 mm and shear connector of diameter 24 mm classified by the high strength
A325 bolts.