Rizki, Layla Kumala (2021) Perancangan Struktur Atas Jembatan Sungai Mesim Menggunakan Rangka Baja Berdasarkan Sni 1725:2016. Undergraduate thesis, Politeknik Negeri Bengkalis.
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Abstract
Based on the geographical conditions, Rupat Island is flowed by several rivers. One of rivers on Rupat Island is Mesim River. The bridge crosses the river is a reinforced concrete bridge. The Mesim River Bridge consists of two bridge spans. Accordance with Bina Marga regulations for 40 – 200 m long obstacles, steel truss bridge is the most economical type. Therefore, in this planning the author redesigned upper structure of Mesim River Bridge using a steel truss and made the two spans of bridge into one span. This design aims to obtain effective upper structur dimension, implementation steps and engineer of estimate. This plan refers to SNI 1725:2016 about bridge loading, RSNI T-03-2005 about steel structure planning for bridges, and SNI T-12-2004 about concrete structure planning. This bridge is planned with a length of 52 m which consists of 10 segments. Based on planning results, the bridge slab thickness is 200 mm, stringer uses IWF 350.175.7.11, cross girder uses IWF 700.300.13.24, main truss uses IWF 400.400.13.21. The implementation method choosen is the scaffold method and the cost required for upper structure is Rp. 8,409,164.458.
| Item Type: | Thesis (Undergraduate) | ||||||||
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| Uncontrolled Keywords: | steel truss, scaffolding, estimation real of cost | ||||||||
| 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 282 not found. | ||||||||
| Date Deposited: | 11 Oct 2021 15:02 | ||||||||
| Last Modified: | 12 Oct 2021 14:16 | ||||||||
| URI: | http://eprints.polbeng.ac.id/id/eprint/2060 |
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