PERENCANAAN JEMBATAN RANGKA BAJA AIR MUARA RAMBANG KABUPATEN OGAN ILIR PROVINSI SUMATERA SELATAN
ctrlnum |
1531 |
---|---|
fullrecord |
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<dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><relation>http://eprints.polsri.ac.id/1531/</relation><title>PERENCANAAN JEMBATAN RANGKA BAJA
AIR MUARA RAMBANG KABUPATEN OGAN ILIR
PROVINSI SUMATERA SELATAN</title><creator>Sulastriani, Bunga </creator><creator>Sari, Dwi Arum Ambar </creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>Air bridge construction in the village of Muara Rambang Lubuk Keliat Ogan Ilir
is because the existing bridges damaged by landslides. This bridge is one of the
access road to Baturaja, because it is to cope with the damage then, the
Department of Public Works Highways South Sumatra Province to build a new
bridge next to the broken bridge to serve traffic to and from Baturaja.
In the plan the design of this bridge, the reference in the planning includes the
calculation of the floor plate of vehicles, sidewalks, transverse girder, shear
connector, main frame, bonding wind up / down as well as foundation, tread plate,
wingwalls, abutments and foundations.
From the results of the calculations above, Bridges Steel Frame Air Muara
Rambang Ogan Ilir uses the vehicle floor plate thickness of 30 cm, width 50 cm
pavement with high and 60 cm, transverse girder steel profile WF 400 x 400 x 18
x 28, order The main use of steel profile WF 400 x 400 x 30 x 50, the dimensions
of the abutment width of 3.5 m length of 8,6m and 6,51m high. The development
is carried out within a period of 144 days with a total fund of Rp.
17,061,525,526.19</description><date>2015-10</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1531/1/1.%20cover%2C%20hal%20pengesahan%2C%20kata%20pengantar%2C%20motto%2C%20daftar%20isi.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1531/2/BAB%201.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1531/3/bab%202%20LA.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1531/4/bab%203.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1531/5/bab%204.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1531/6/BAB%20V.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1531/7/DAFTAR%20PUSTAKA.pdf</identifier><identifier> Sulastriani, Bunga and Sari, Dwi Arum Ambar (2015) PERENCANAAN JEMBATAN RANGKA BAJA AIR MUARA RAMBANG KABUPATEN OGAN ILIR PROVINSI SUMATERA SELATAN. Other thesis, Politeknik Negeri Sriwijaya. </identifier><recordID>1531</recordID></dc>
|
language |
eng |
format |
Thesis:Thesis Thesis PeerReview:NonPeerReviewed PeerReview Book:Book Book |
author |
Sulastriani, Bunga Sari, Dwi Arum Ambar |
title |
PERENCANAAN JEMBATAN RANGKA BAJA
AIR MUARA RAMBANG KABUPATEN OGAN ILIR
PROVINSI SUMATERA SELATAN |
publishDate |
2015 |
topic |
TA Engineering (General). Civil engineering (General) |
url |
http://eprints.polsri.ac.id/1531/1/1.%20cover%2C%20hal%20pengesahan%2C%20kata%20pengantar%2C%20motto%2C%20daftar%20isi.pdf http://eprints.polsri.ac.id/1531/2/BAB%201.pdf http://eprints.polsri.ac.id/1531/3/bab%202%20LA.pdf http://eprints.polsri.ac.id/1531/4/bab%203.pdf http://eprints.polsri.ac.id/1531/5/bab%204.pdf http://eprints.polsri.ac.id/1531/6/BAB%20V.pdf http://eprints.polsri.ac.id/1531/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/1531/ |
contents |
Air bridge construction in the village of Muara Rambang Lubuk Keliat Ogan Ilir
is because the existing bridges damaged by landslides. This bridge is one of the
access road to Baturaja, because it is to cope with the damage then, the
Department of Public Works Highways South Sumatra Province to build a new
bridge next to the broken bridge to serve traffic to and from Baturaja.
In the plan the design of this bridge, the reference in the planning includes the
calculation of the floor plate of vehicles, sidewalks, transverse girder, shear
connector, main frame, bonding wind up / down as well as foundation, tread plate,
wingwalls, abutments and foundations.
From the results of the calculations above, Bridges Steel Frame Air Muara
Rambang Ogan Ilir uses the vehicle floor plate thickness of 30 cm, width 50 cm
pavement with high and 60 cm, transverse girder steel profile WF 400 x 400 x 18
x 28, order The main use of steel profile WF 400 x 400 x 30 x 50, the dimensions
of the abutment width of 3.5 m length of 8,6m and 6,51m high. The development
is carried out within a period of 144 days with a total fund of Rp.
17,061,525,526.19 |
id |
IOS15200.1531 |
institution |
Politeknik Negeri Sriwijaya |
institution_id |
186 |
institution_type |
library:university library |
library |
Perpustakaan Politeknik Negeri Sriwijaya |
library_id |
333 |
collection |
Perpustakaan Politeknik Negeri Sriwijaya |
repository_id |
15200 |
city |
KOTA PALEMBANG |
province |
SUMATERA SELATAN |
repoId |
IOS15200 |
first_indexed |
2021-08-25T09:28:58Z |
last_indexed |
2021-08-25T09:28:58Z |
recordtype |
dc |
_version_ |
1709058397447389184 |
score |
17.538404 |