PERENCANAAN JEMBATAN RANGKA BAJA DAN BETON SEMATANG BORANG KABUPATEN BANYUASIN PROVINSI SUMATERA SELATAN

MAHARANI, MAOLY NATASHA and NYIMAS, SITI FEBRIANTY (2016) PERENCANAAN JEMBATAN RANGKA BAJA DAN BETON SEMATANG BORANG KABUPATEN BANYUASIN PROVINSI SUMATERA SELATAN. Other thesis, POLITEKNIK NEGERI SRIWIJAYA.

[img]
Preview
Text
1. Cover Fix.pdf

Download (575kB) | Preview
[img]
Preview
Text
2. BAB I acc.pdf

Download (124kB) | Preview
[img]
Preview
Text
3. BAB II.pdf

Download (1MB) | Preview
[img] Text (BAB III Perhitungan Struktur)
4. BAB III.pdf
Restricted to Repository staff only

Download (3MB)
[img] Text (BAB IV Manajemen Proyek)
5. BAB IV.pdf
Restricted to Repository staff only

Download (1MB)
[img]
Preview
Text
6. BAB V.pdf

Download (220kB) | Preview
[img]
Preview
Text
7. DAFTAR PUSTAKA.pdf

Download (89kB) | Preview
[img]
Preview
Text
8. lampiran data.pdf

Download (10MB) | Preview

Abstract

Bridge Construction Sematang Borang of Banyuasin District South Sumatra Province was built due to replace the old bridge is too small, the growth of the community increases and also the flow of the river that separates a road section between the villages. This development aims to replace the existing pipe bridge into three spans of bridge, is first spans is 25 m of concrete bridge, the second spans is 50 m of Steel Frame Bridge and the third spans is 25 m of concrete bridge. So, bridge total spans is 100 m. In the plan the design of this bridge, things become a reference in the planning of steel frame bridge include, calculation of backrest, floor plate of vehicles, sidewalks, transverse girder, main frame, bonding wind and the planning of concreate bridge include, calculation of bacrest, floor plate vehicles, sidewalks, and beam. The calculation of bottom building is trampled plate, wing walss, abutments and foundations. Bridge construction calculation refers to RSNIT – 02 – 2005 (Impotitions for Bridge Standart), RSNI T – 12 – 2004 (Concreate Planning for The Bridge Standart), RSNI T – 03 – 2005 (Steel Structure Planning for The Bridge Standart). Under the plan, the bridge is spent Rp 47.655.004.000 with time execution of work for 278 days.

Item Type: Thesis (Other)
Uncontrolled Keywords: RSNIT – 02 – 2005 (Standar Pembebanan Untuk Jembatan),RSNI T – 12 – 2004 (Standar Perencanaan Beton Untuk Jembatan), RSNI T – 03 – 2005 (Standar Perencanaan Struktur Baja Untuk Jembatan)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Design Roads and Bridges > Undergraduate Theses
Depositing User: Mrs Trisni Handayani
Date Deposited: 26 Jul 2017 09:53
Last Modified: 26 Jul 2017 09:53
URI: http://eprints.polsri.ac.id/id/eprint/3778

Actions (login required)

View Item View Item