PERENCANAAN JEMBATAN RANGKA BAJA SUNGAI KELINGI DESA MANDI AUR MUSI RAWAS SUMATERA SELATAN
| Main Authors: | Charles, M. Dedi, Pratama, M. Reza |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2014
|
| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1317/1/COVER.pdf http://eprints.polsri.ac.id/1317/2/BAB%201.pdf http://eprints.polsri.ac.id/1317/3/BAB%20II.pdf http://eprints.polsri.ac.id/1317/4/BAB%20III.pdf http://eprints.polsri.ac.id/1317/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1317/6/BAB%20V.pdf http://eprints.polsri.ac.id/1317/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/1317/ |
| ctrlnum |
1317 |
|---|---|
| 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/1317/</relation><title>PERENCANAAN JEMBATAN RANGKA BAJA SUNGAI KELINGI
DESA MANDI AUR MUSI RAWAS
SUMATERA SELATAN</title><creator>Charles, M. Dedi</creator><creator>Pratama, M. Reza</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>The final stage is to discuss the problem the early stage of planning a bridge to
get results meet the principal the principal structural elements such as strength
and overall stability, compability, ease of construction, economical andaesthetic
form.
The reason of this title because the author took in planning involves a variety of
diciplines including Mechanical Engineering, Earth Mechanical and Steel
Construction.
Regulation standards used in this plan in RSNIT – 02 – 2005 (Standard Fees To
Bridge) and RSNIT – 03 – 2005 (Planning Standards Foor Steel Structure
Bridge).
Based on the result of planning tha has been done, than to the main frame using
WF Profile 400 x 400 x 15 x 15, Frame of the wind using the profile L 200 x 200
x 16 and WF profile 300 x 300 x 12, longitudinal girder used WF profile 250 x
250 x 9 x 14 as for the transverse girder used WF profile 800 x 300 x 16 x 1.
Key word: bridge, steel truss, abutment, pier</description><date>2014-07</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1317/1/COVER.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1317/2/BAB%201.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1317/3/BAB%20II.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1317/4/BAB%20III.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1317/5/BAB%20IV.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1317/6/BAB%20V.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1317/7/DAFTAR%20PUSTAKA.pdf</identifier><identifier> Charles, M. Dedi and Pratama, M. Reza (2014) PERENCANAAN JEMBATAN RANGKA BAJA SUNGAI KELINGI DESA MANDI AUR MUSI RAWAS SUMATERA SELATAN. Other thesis, Politeknik Negeri Sriwijaya. </identifier><recordID>1317</recordID></dc>
|
| language |
eng |
| format |
Thesis:Thesis Thesis PeerReview:NonPeerReviewed PeerReview Book:Book Book |
| author |
Charles, M. Dedi Pratama, M. Reza |
| title |
PERENCANAAN JEMBATAN RANGKA BAJA SUNGAI KELINGI
DESA MANDI AUR MUSI RAWAS
SUMATERA SELATAN |
| publishDate |
2014 |
| topic |
TA Engineering (General). Civil engineering (General) |
| url |
http://eprints.polsri.ac.id/1317/1/COVER.pdf http://eprints.polsri.ac.id/1317/2/BAB%201.pdf http://eprints.polsri.ac.id/1317/3/BAB%20II.pdf http://eprints.polsri.ac.id/1317/4/BAB%20III.pdf http://eprints.polsri.ac.id/1317/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1317/6/BAB%20V.pdf http://eprints.polsri.ac.id/1317/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/1317/ |
| contents |
The final stage is to discuss the problem the early stage of planning a bridge to
get results meet the principal the principal structural elements such as strength
and overall stability, compability, ease of construction, economical andaesthetic
form.
The reason of this title because the author took in planning involves a variety of
diciplines including Mechanical Engineering, Earth Mechanical and Steel
Construction.
Regulation standards used in this plan in RSNIT – 02 – 2005 (Standard Fees To
Bridge) and RSNIT – 03 – 2005 (Planning Standards Foor Steel Structure
Bridge).
Based on the result of planning tha has been done, than to the main frame using
WF Profile 400 x 400 x 15 x 15, Frame of the wind using the profile L 200 x 200
x 16 and WF profile 300 x 300 x 12, longitudinal girder used WF profile 250 x
250 x 9 x 14 as for the transverse girder used WF profile 800 x 300 x 16 x 1.
Key word: bridge, steel truss, abutment, pier |
| id |
IOS15200.1317 |
| 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 |
2021-08-25T09:28:44Z |
| last_indexed |
2021-08-25T09:28:44Z |
| recordtype |
dc |
| _version_ |
1709058399764742144 |
| score |
17.538404 |