Pertiwi, Mutiara (2021) Perancangan Ulang Struktur Atas Jembatan Sungai Pengalir Menggunakan Pci Girder Berdasarkan Pembebanan Sni 1725:2016. Undergraduate thesis, Politeknik Negeri Bengkalis.
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Abstract
Sungai Pengalir Bridge is located in Sei Village. Injab, Kel. Terkul was built in 2013 using the RSNI T-02-2005 bridge loading standard. Over time, RSNI T-02-2005 has been updated to SNI 1725:2016. So that in this plan using the loading of SNI 1725:2016 with prestressed concrete. This plan aims to obtain effective dimensions, obtain loading results, bar bending schedule results, and cost budget plans. This bridge planning refers to SNI 1725:2016 regarding loading for bridges, SNI T-12-2004 planning of concrete structures for bridges. Based on the results of the calculation of the structure of the bridge is planned with a length of 42 m and a width of 7.5 m. The quality of the K-250 slab concrete with a thickness of 0.2 m uses negative and positive flexural reinforcement, namely the main reinforcement D16-250 mm and reinforcement for D13-300 mm, for prestressed concrete using a PCI Girder profile with a height of 170 cm, beam spacing of 200 cm and quality of prestressed concrete K-602.41. diaphragm obtained tensile and compressive reinforcement 24D10 mm while shearing reinforcement 8-200 mm. The number of tendons is 4 with 49 strands. From the calculation results, the nominal moment of the prestressed beam is 16108.481 kNm, and the ultimate moment capacity of the prestressed beam is 14497.633 kNm.
| Item Type: | Thesis (Undergraduate) | ||||||||
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| Uncontrolled Keywords: | PCI Girder, prestress concrete, 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: | D4 TPJJ | ||||||||
| Date Deposited: | 12 Oct 2021 15:22 | ||||||||
| Last Modified: | 12 Oct 2021 15:22 | ||||||||
| URI: | http://eprints.polbeng.ac.id/id/eprint/2274 |
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