Mu'amar, Aldi (2021) Studi Komparasi Standar Pembebanan Pada Jembatan Komposit Direktorat Bina Marga Bentang Jembatan 20 Meter Sesuai Dengan Sni Pembebanan 2016. Undergraduate thesis, Politeknik Negeri Bengkalis.
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Abstract
The Indonesian government established a standard for calculating bridge structures that is Bridge Standards and Guidelines for the Directorate General of Highways. Over time the rules for calculating have changed. However, the calculation rules in the Bina Marga Standard were not updated. Therefore, it is necessary to calculate the bridge structure in accordance with the latest regulations. The planning that carried out is the planning of a composite bridge structure against an existing calculation using SNI-2016 about loading on a bridge with a span of 20 meters. The planned superstructure includes slabs, girders, diaphragms, walkways, support posts, stud connectors and joints. This desaign planned by LRFD method unschored. Based on the results of the design, the slab thickness is 200 mm with the main reinforcement at the pedestal and the field using iron with diameter 32 mm, while the reinforcement for the pedestal and field using iron with Diameter 29 mm. The girder uses the IWF Profile 900.300.16.28 which is planned with a distance of 1.2 m. The diaphragm uses the IWF profile 500.200.10.16. The sidewalk with a width of 1 m and a thickness of 0.25 m uses the main reinforcement with 16mm Diameter and the side reinforcement using 10mm Diameter.
| Item Type: | Thesis (Undergraduate) | ||||||||
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| Uncontrolled Keywords: | Composite bridge, Loading standars, Budget plan. | ||||||||
| 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 281 not found. | ||||||||
| Date Deposited: | 29 Sep 2021 09:13 | ||||||||
| Last Modified: | 29 Sep 2021 09:13 | ||||||||
| URI: | http://eprints.polbeng.ac.id/id/eprint/1914 |
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