PERENCANAAN JEMBATAN RANGKA BAJA SEMANGUS KABUPATEN MUSI RAWAS PROVINSI SUMATERA SELATAN BENTANG 80 M
| Main Authors: | Saputra, Angga Adi , Sasmita, Aulia Dhea |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2014
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| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1326/1/COVER.pdf http://eprints.polsri.ac.id/1326/2/BAB%20I.pdf http://eprints.polsri.ac.id/1326/3/BAB%20II.pdf http://eprints.polsri.ac.id/1326/4/BAB%20III.pdf http://eprints.polsri.ac.id/1326/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1326/6/BAB%20V.pdf http://eprints.polsri.ac.id/1326/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/1326/ |
Daftar Isi:
- The final stage is basically to discuss the problem – the early stage of planning a bridge to get the best result meet the principal – the principal structural elements such as strength and overall stabillity, compibility, ease of construction, economical and aesthetic form. The reason of this title because the author took in planning involves a variety of disciplines including Mechanical Engineering, Construction Concrete and Steel Construction. Regulations Standards used in this plan is RSNI – T – 02 – 2005 ( standard Fees To Bridge ), RSNI – T – 03 – 2005 ( Planning Standards Foor Steel Structure Bridge ), RSNI – T – 12 – 2004 ( Planning Standard Concrete For Bridges ). Based on the result of planning that has been done, then to the main frame using WF 400 x 400 x 45 x 70. Frame of the wind using the profile L 200 x 200 x 16 dan Profile WF 300 x 300 x 12 x 12. As for the transverse girder used profile WF 700 x 300 x 16 x 28 and transverse girder used WF 700 x 300 x 16 x 28.