PERENCANAAN JEMBATAN RANGKA BAJA LEMATANG II DESA ULAK LEBAR KABUPATEN LAHAT Dibuat untuk memenuhi persyaratan dalam menyelesaikan Pendidikan Diploma IV Jurusan Teknik Sipil AHMAD ARDAN AL HAFIZ MAKRUF POLITEKNIK NEGERI SRIWIJAYA PROVINSI SUMATERA SELATAN
| Main Authors: | AL HAFIZ, AHMAD ARDAN , MAKRUF, - |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2014
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| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1214/1/cover.pdf http://eprints.polsri.ac.id/1214/2/BAB%20I.pdf http://eprints.polsri.ac.id/1214/3/BAB%20II.pdf http://eprints.polsri.ac.id/1214/4/BAB%20III.pdf http://eprints.polsri.ac.id/1214/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1214/6/BAB%20V.pdf http://eprints.polsri.ac.id/1214/ |
Daftar Isi:
- The construction of Lematang II steel truss bridge Lahat South Sumatera was built to stabilize and maximize transportation infrastructure as the impact of region expantion where the land has been changed into industry area, mining, and housing area. There are some indicator in planning the design of the bridge such as counting the floor plat of vehicles, trotoar, transversal steel,elongate steel, main design, wind knot, step plat, wing’s wall, abutment, pier, slab construction and also the foundation. The counting result showed that Lematang II bridge used vehicles floor plat with 20 cm thick, trotoar with 100 cm width and 40 cm tall, transversal steel used WF profile 400 x 400 x 18 x 28, elongated steel used WF profile 200 x 200 x 10 x 16, main design used WF profile 400 x 400 x 18 x 28, the foundation for the steak abutment and pile foundation for pier. Key word: bridge, steel truss, abutment, pier