Sarwanny, Sarwanny (2023) Perencanaan Struktur Atas Jembatan Aki Baki T-Girder Desa Tanjung Pisang Mengunakan Sni 1725-2016. Undergraduate thesis, Politeknik Negeri Bengkalis.
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Abstract
Bridge road Aki baki Tanjung Pisang with a length of 25 m and a width of 5 m. connects the village of Tanjung Pisang to Village, Mengkopot, Meranti sub-district. That this bridge was built several years ago may still use the old SNI imposition. Over time, the loading standard for RSNI T02-2005 bridges has been updated to become SNI 1725-2016. For the planning of the bridge Aki Baki in Tanjung Pisang Village, this has referred to SNI 1725-2016 concerning loading for bridges and SNI T-12-2004 regarding planning of concrete structures for bridges. Based on the planning results obtained negative and positive reinforcement slab D16-200 mm and reinforcement for D13-300 mm. For curb reinforcement D16-200 mm and longitudinal reinforcement D13-400 mm. The girder beam reinforcement for bending reinforcement is obtained 18D32 mm and 5D32 compression reinforcement. Meanwhile, the shear reinforcement is Ø13100 mm and the web reinforcement is 8Ø13 mm. Reinforcement for diaphragm beams using 3D16 mm and shear reinforcement obtained Ø13-150 mm and shrinkage reinforcement obtained 2Ø13 mm. For longitudinal and transverse reinforcement plates obtained D16-200 mm. Calculation of reinforcement by Barbending Schedule with the need for plain U 24 steel of 3278.81 Kg and U 32 uilr of 21518.80 Kg. Implementation of this bridge requires a fee of Rp.1,321,880,000.00.
| Item Type: | Thesis (Undergraduate) | ||||||||
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| Uncontrolled Keywords: | Reinforced Concrete Structure, Bending Schedule (BBS), SNI 17252016 | ||||||||
| 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: | 04 Sep 2023 11:07 | ||||||||
| Last Modified: | 04 Sep 2023 11:07 | ||||||||
| URI: | http://eprints.polbeng.ac.id/id/eprint/10400 |
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