Ariyanti, Dede (2021) Perancangan Ulang Struktur Atas Jembatan Sungai Terkul Menggunakan Struktur Komposit Berdasarkan Pembebanan Sni 1725:2016. Undergraduate thesis, Politeknik Negeri Bengkalis.
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Abstract
The Terkul river bridge that connects from RT.03 to RT.07 Rupat district with span length 30 m and width 6 m was built in 2013 using the old loading that RSNI T-02-2005. Over time Indonesia issued the latest loading regulation that SNI 1725:2016. Therefore, this design will be using the loading SNI 1725:2016 with a composite structure. This bridge planning aims to obtain effective dimensions, loading results, bar bending schedule, and cost budget plan. The planning refers to SNI 1725:2016 bridge loading, RSNI T-12-2004 concrete structure planning bridge, RSNI I-03-2005 bridge steel structure planning. Based on the planning result, it is planned length 32 m and width 6 m. Slab thickness 200 mm obtained negative flexural reinforcement that is the main reinforcement D16-250 mm and reinforcement divider D13-300 mm, positive flexural reinforcement using steel deck. The Sidewalk width of 1000 mm obtained main reinforcement D13-100 and reinforcement divider D10-150 mm. The height parapet with 1200 mm obtained main reinforcement D13-150 and reinforcement divider D10-150 mm. The main girder and diaphragm dimension used WF profile 1200.300.20.28 mm and 500.200.10.16 mm. Connection main girder bolts and diaphragm using type A325 bolts. The result bar bending schedule is 5392,38 kg. The result budget plan Rp.3,899,000,000
| Item Type: | Thesis (Undergraduate) | ||||||||
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| Uncontrolled Keywords: | Composite girder, SNI 1725:2016 | ||||||||
| Subjects: | 410 ILMU TEKNIK > 420 TEKNIK SIPIL DAN PERENCANAAN TATA RUANG > 421 Teknik Sipil | ||||||||
| Divisions: | Jurusan Teknik Sipil > Sarjana Terapan Teknik Perancangan Jalan Dan Jambatan > TUGAS AKHIR | ||||||||
| Depositing User: | Users 283 not found. | ||||||||
| Date Deposited: | 12 Oct 2021 14:30 | ||||||||
| Last Modified: | 12 Oct 2021 14:30 | ||||||||
| URI: | http://eprints.polbeng.ac.id/id/eprint/2200 |
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