PERENCANAAN JEMBATAN RANGKA BAJA SEMANGUS KABUPATEN MUSI RAWAS PROVINSI SUMATERA SELATAN BENTANG 80 M
| Main Authors: | Saputra, Angga Adi , Sasmita, Aulia Dhea |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2014
|
| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1326/1/COVER.pdf http://eprints.polsri.ac.id/1326/2/BAB%20I.pdf http://eprints.polsri.ac.id/1326/3/BAB%20II.pdf http://eprints.polsri.ac.id/1326/4/BAB%20III.pdf http://eprints.polsri.ac.id/1326/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1326/6/BAB%20V.pdf http://eprints.polsri.ac.id/1326/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/1326/ |
| ctrlnum |
1326 |
|---|---|
| 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/1326/</relation><title>PERENCANAAN JEMBATAN RANGKA BAJA SEMANGUS
KABUPATEN MUSI RAWAS PROVINSI SUMATERA SELATAN
BENTANG 80 M</title><creator>Saputra, Angga Adi </creator><creator>Sasmita, Aulia Dhea </creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>The final stage is basically to discuss the problem – the early stage of
planning a bridge to get the best result meet the principal – the principal structural
elements such as strength and overall stabillity, compibility, ease of construction,
economical and aesthetic form.
The reason of this title because the author took in planning involves a
variety of disciplines including Mechanical Engineering, Construction Concrete
and Steel Construction.
Regulations Standards used in this plan is RSNI – T – 02 – 2005 ( standard
Fees To Bridge ), RSNI – T – 03 – 2005 ( Planning Standards Foor Steel Structure
Bridge ), RSNI – T – 12 – 2004 ( Planning Standard Concrete For Bridges ).
Based on the result of planning that has been done, then to the main frame
using WF 400 x 400 x 45 x 70. Frame of the wind using the profile L 200 x 200 x
16 dan Profile WF 300 x 300 x 12 x 12. As for the transverse girder used profile
WF 700 x 300 x 16 x 28 and transverse girder used WF 700 x 300 x 16 x 28.</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/1326/1/COVER.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1326/2/BAB%20I.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1326/3/BAB%20II.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1326/4/BAB%20III.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1326/5/BAB%20IV.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1326/6/BAB%20V.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1326/7/DAFTAR%20PUSTAKA.pdf</identifier><identifier> Saputra, Angga Adi and Sasmita, Aulia Dhea (2014) PERENCANAAN JEMBATAN RANGKA BAJA SEMANGUS KABUPATEN MUSI RAWAS PROVINSI SUMATERA SELATAN BENTANG 80 M. Other thesis, Politeknik Negeri Sriwijaya. </identifier><recordID>1326</recordID></dc>
|
| language |
eng |
| format |
Thesis:Thesis Thesis PeerReview:NonPeerReviewed PeerReview Book:Book Book |
| author |
Saputra, Angga Adi Sasmita, Aulia Dhea |
| title |
PERENCANAAN JEMBATAN RANGKA BAJA SEMANGUS
KABUPATEN MUSI RAWAS PROVINSI SUMATERA SELATAN
BENTANG 80 M |
| publishDate |
2014 |
| topic |
TA Engineering (General). Civil engineering (General) |
| url |
http://eprints.polsri.ac.id/1326/1/COVER.pdf http://eprints.polsri.ac.id/1326/2/BAB%20I.pdf http://eprints.polsri.ac.id/1326/3/BAB%20II.pdf http://eprints.polsri.ac.id/1326/4/BAB%20III.pdf http://eprints.polsri.ac.id/1326/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1326/6/BAB%20V.pdf http://eprints.polsri.ac.id/1326/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/1326/ |
| contents |
The final stage is basically to discuss the problem – the early stage of
planning a bridge to get the best result meet the principal – the principal structural
elements such as strength and overall stabillity, compibility, ease of construction,
economical and aesthetic form.
The reason of this title because the author took in planning involves a
variety of disciplines including Mechanical Engineering, Construction Concrete
and Steel Construction.
Regulations Standards used in this plan is RSNI – T – 02 – 2005 ( standard
Fees To Bridge ), RSNI – T – 03 – 2005 ( Planning Standards Foor Steel Structure
Bridge ), RSNI – T – 12 – 2004 ( Planning Standard Concrete For Bridges ).
Based on the result of planning that has been done, then to the main frame
using WF 400 x 400 x 45 x 70. Frame of the wind using the profile L 200 x 200 x
16 dan Profile WF 300 x 300 x 12 x 12. As for the transverse girder used profile
WF 700 x 300 x 16 x 28 and transverse girder used WF 700 x 300 x 16 x 28. |
| id |
IOS15200.1326 |
| 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 |
2021-08-25T09:28:45Z |
| last_indexed |
2021-08-25T09:28:45Z |
| recordtype |
dc |
| _version_ |
1709058399406129152 |
| score |
17.538404 |