-, FERDIANSYAH and PUTRI, SESA and SAPUTRA, FIRNANDO ANUGRA (2016) PERENCANAAN JEMBATAN RANGKA BAJA BENTANG 45M DESA PANDAN AGUNGKABUPATEN OKU TIMUR PROVINSISUMATERA SELATAN. Other thesis, POLITEKNIK NEGERI SRIWIJAYA.
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Abstract
This final report basically solve the steps of the design of steel frame bridge start from the beginning until getting the best result in such main parts, such as structural strength, overall stability, serviceability, suitability, easiness, and aesthetically. Utilities of bridge transportation become one of the construction service ability, so the process of the construction must be valid on law. Regulations standards used in this plan is RSNIT-02-2005 (Standard Fees To Bridge), RSNIT-03-2005 (Planning Standards For Steel Structure Bridge), RSNIT-12-2004 (Planning Standards Concrete For Bridges) and Pd-T-12-2005-B (Guidance For Building and Construction). According to the process of estimating and analysis, the bridge is designed by down traffic steel frame bridge 45 meters and used the main frame is used WF profile 400 x 400 x 45 x 70. Frame of the wind is used L profile sized 200 x 200 x 20 and WF profile sized 700 x 300 x 15 x 28. The transverse girder is used WF profile sized 700 x 300 x 15 x 28. The elongated girder is used WF profile sized 350 x 350 x 12 x 17. The ffoundation is used pile group as deep 14 meters, and Additional buildings such as wing wall and oprite. The analysis could be concluded that each bridge design must be designed carefully and valid with the rules.
| Item Type: | Thesis (Other) |
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| Uncontrolled Keywords: | Struktur Baja, Transportasi, Jembatan |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Civil Engineering > Undergraduate Theses |
| Depositing User: | Mrs Trisni Handayani |
| Date Deposited: | 17 Apr 2017 07:05 |
| Last Modified: | 17 Apr 2017 07:05 |
| URI: | http://eprints.polsri.ac.id/id/eprint/3391 |
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