PERENCANAAN JEMBATAN RANGKA BAJA AIR SIKU KABUPATEN PALI PROVINSI SUMATERA SELATAN
| Main Authors: | PAHLEVY, MUHAMMAD DADI, MUTTAQIEN, IMAM |
|---|---|
| Format: | Thesis NonPeerReviewed Book Lainnya |
| Bahasa: | eng |
| Terbitan: |
, 2016
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| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/3355/1/COVER.pdf http://eprints.polsri.ac.id/3355/2/BAB_I.PDF http://eprints.polsri.ac.id/3355/3/BAB_II.PDF http://eprints.polsri.ac.id/3355/4/BAB_III.PDF http://eprints.polsri.ac.id/3355/5/BAB_IV.PDF http://eprints.polsri.ac.id/3355/6/BAB_V.PDF http://eprints.polsri.ac.id/3355/7/DAFTAR_PUSTAKA.PDF http://eprints.polsri.ac.id/3355/8/LAMPIRAN.pdf http://eprints.polsri.ac.id/3355/ |
Daftar Isi:
- The Construction of Bridge Air Siku Pali Distcrict Province of South Sumatera was built due to replace the old bridge is too small, structure of the bridge has been damaged, the growth of the community increases and also the flow of the river that separates a road section between the villages. In designing this bridge, things become a reference in the planning include, Ralling calculation, floor plate of vehicles, sidewalks, transverse girder, main frame, bonding wind, trampled plate, wing walls, abutments and foundations. From the calculation, Bridge Air Siku Pali Distcrict Province of South Sumatera is using3-inch pipe ralling, the thickness of vehicle floor plate is 30 cm, sidewalks is 50 cm width and 50 cm height, transverse girder using WF profile 700 x 300 x 15 x 28, diagonal tie rods upwind using L profile 180 x 180 x 18, vertical tie rods upwind using WF profile 300 x 300 x 12 x 12, diagonal tie rods down wind using L profie 90 x 90 x 9, Plates hit, wing walls, abutments and pile foundation.