Andayani, Riri (2023) Perencanaan Jembatan Struktur Atas T.Girder Berdasarkan SNI 1725:2016. Undergraduate thesis, Politeknik Negeri Bengkalis.
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Abstract
The current conditions on the road agree that the ditch river is crooked in the village of Pematang when the tide and rain are often flooded, when the 47.8 meter long flood road is submerged in water. This is due to the constriction of river crossings perpendicular to the road. For this purpose planned bridges referring to SNI 1725-2016 concerning bridge loading and SNI T-12-2004. In the hope of obtaining a safe bridge structure design and to the applicable standards. The bridge to be designed is a T-Girder reinforced concrete bridge with a span of 25 m and a width of 8 m. The planning results were obtained by flexible reinforcement D16-100 mm and reinforcement for D16-100 mm. For D16-200 pavement rebars and D16-200 mm longitudinal rebars. Girder beam reinforcement for flexible reinforcement is achieved by 18D32 mm and 5D32 press reinforcement. Meanwhile, the sliding rebar is 1212-100 mm and the body rebar is 8 mm12 mm. Diaphragms' beam rebar using 3D16 mm and sliding rebar is - 12-150 mm and suture rebar is 2 mm12 mm. For the directional rebar extending and crossing the stomp plate, D16150 mm was obtained. Calculation of rebar with Barbending Schedule with rebar requirements for plain U24 of 5145.34 kg and rolled U42 of 27461.81 kg. The implementation of the bridge cost Rp.1,726,650,000,00.
| Item Type: | Thesis (Undergraduate) | ||||||||
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| Uncontrolled Keywords: | Reinforced Concrete Structure, Barbending Schedule (BBS), 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: | 14 Sep 2023 23:20 | ||||||||
| Last Modified: | 14 Sep 2023 23:20 | ||||||||
| URI: | http://eprints.polbeng.ac.id/id/eprint/10805 |
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