Cesa, M. Musadad and Fitri, Yupiska (2015) PERENCANAAN JEMBATAN RANGKA BAJA SUNGAI NAIK KABUPATEN MUSI RAWAS PROVINSI SUMATERA SELATAN. Other thesis, Politeknik Negeri Sriwijaya.
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Text (BAB III PERHITUNGAN KONSTRUKSI JEMBATAN)
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Text (BAB V KESIMPULAN DAN SARAN)
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Text (DAFTAR PUSTAKA)
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Abstract
The final stage is basically to discuss the problem – the early stage of design a bridge to get the best results meet the principal – the principal structural elements such as strength and overall stability, compatibility, ease of construction, economical and easthetic form. The reason of this title because the author took ini design involves a variety of disciplines including Mechanical Engineering, Construction Concrete and steel Construction Regulations. Standards used in this plan ini RSNIT-02-2005 (Standard Fees To Bridge), RSNIT-03-2005 (Design Standards Foor Dteel Structure Bridge), RSNIT-12-2004 (Design Standards Concrete For Bridges). Based the result of design that has been done, then to the main frame using WF profile 400 mm x 400 mm x 45 mm x 70 mm. Top frame of the wind use the profile WF 250 mm x 250 mm x 9 mm x 14 mm, Top diagonal frame of the wind use the profile WF profile L 160 mm x 160 mm x 15 mm, and bottom diagonal frame of the wind use the profile L 120 mm x 120 mm x 11 mm. As for the transverse girder use profile WF 700 mm x 300 mm x 13 mm x 24 mm and for the longitudinal girder use profile WF 350 mm x 350 mm x 12 mm x 19 mm. Key words : Design, Structural, Bridge
Item Type: | Thesis (Other) |
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Uncontrolled Keywords: | Design, Structural, Bridge |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
Divisions: | Civil Engineering > Undergraduate Theses |
Depositing User: | Mrs Trisni Handayani |
Date Deposited: | 25 Nov 2015 01:36 |
Last Modified: | 25 Nov 2015 01:36 |
URI: | http://eprints.polsri.ac.id/id/eprint/1558 |
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