PERENCANAAN JEMBATAN RANGKA BAJA SUNGAI NAIK KABUPATEN MUSI RAWAS PROVINSI SUMATERA SELATAN
| Main Authors: | Cesa, M. Musadad, Fitri, Yupiska |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2015
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| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1558/1/COVER.pdf http://eprints.polsri.ac.id/1558/2/BAB%20I.pdf http://eprints.polsri.ac.id/1558/3/BAB%20II.pdf http://eprints.polsri.ac.id/1558/4/BAB%20III.pdf http://eprints.polsri.ac.id/1558/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1558/6/BAB%20V.pdf http://eprints.polsri.ac.id/1558/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/1558/ |
Daftar Isi:
- 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