Sulastriani, Bunga and Sari, Dwi Arum Ambar (2015) PERENCANAAN JEMBATAN RANGKA BAJA AIR MUARA RAMBANG KABUPATEN OGAN ILIR PROVINSI SUMATERA SELATAN. Other thesis, Politeknik Negeri Sriwijaya.
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Text (COVER)
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Text (BAB V PENUTUP)
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Text (DAFTAR PUSTAKA)
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Abstract
Air bridge construction in the village of Muara Rambang Lubuk Keliat Ogan Ilir is because the existing bridges damaged by landslides. This bridge is one of the access road to Baturaja, because it is to cope with the damage then, the Department of Public Works Highways South Sumatra Province to build a new bridge next to the broken bridge to serve traffic to and from Baturaja. In the plan the design of this bridge, the reference in the planning includes the calculation of the floor plate of vehicles, sidewalks, transverse girder, shear connector, main frame, bonding wind up / down as well as foundation, tread plate, wingwalls, abutments and foundations. From the results of the calculations above, Bridges Steel Frame Air Muara Rambang Ogan Ilir uses the vehicle floor plate thickness of 30 cm, width 50 cm pavement with high and 60 cm, transverse girder steel profile WF 400 x 400 x 18 x 28, order The main use of steel profile WF 400 x 400 x 30 x 50, the dimensions of the abutment width of 3.5 m length of 8,6m and 6,51m high. The development is carried out within a period of 144 days with a total fund of Rp. 17,061,525,526.19
| Item Type: | Thesis (Other) |
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| Uncontrolled Keywords: | In the plan the design of this bridge, the reference in the planning includes the calculation of the floor plate of vehicles, sidewalks, transverse girder, shear connector, main frame, bonding wind up / down as well as foundation, tread plate, wingwalls, abutments and foundations. From the results of the calculations above, Bridges Steel Frame Air Muara Rambang Ogan Ilir uses the vehicle floor plate thickness of 30 cm, width 50 cm pavement with high and 60 cm, transverse girder steel profile WF 400 x 400 x 18 x 28, order The main use of steel profile WF 400 x 400 x 30 x 50, the dimensions of the abutment width of 3.5 m length of 8,6m and 6,51m high. The development is carried out within a period of 144 days with a total fund of Rp. 17,061,525,526.19. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Civil Engineering > Undergraduate Theses |
| Depositing User: | Mrs Trisni Handayani |
| Date Deposited: | 30 Nov 2015 01:27 |
| Last Modified: | 30 Nov 2015 01:27 |
| URI: | http://eprints.polsri.ac.id/id/eprint/1531 |
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