ctrlnum 1341
fullrecord <?xml version="1.0"?> <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/1341/</relation><title>PERENCANAAN STRUKTUR GEDUNG RUMAH TOKO (RUKO) JALAN LEBONG SIARANG PALEMBANG</title><creator>Nuzulasari, Fika</creator><creator>Martha Nugraha, Septian</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>The Planning of a building has to use a well-done calculation because of a requirement of a save, sturdy, stable and durable building&#xD; This showroom&#x2019;s structural planning is based on The Structural Design Guidance of Reinforced Concrete (SNI 03-2847-2002), Indonesian Standard of Building Loads (PPUIG), and other books related to the structural design of steel and reinforced concrete.&#xD; Based on the structural design, this construction is build by concrete columns with the dimensions of 30 cm &#xD7; 30 cm, beams with the dimensions of 25 cm &#xD7; 40 cm, roof floor plate with the thickness of 100 mm and 2nd and 3rd floor plate with the thickness of 120 mm and foundation with the dimensions of 175 cm &#xD7; 175 cm and the depth of 6 m. Based on the calculations it can be concluded that this structure is safe, sturdy and stable.</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/1341/1/COVER.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1341/2/BAB%20I.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1341/3/BAB%20II.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1341/4/BAB%20III.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1341/5/BAB%20IV.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1341/6/BAB%20V.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1341/7/DAFTAR%20PUSTAKA%20OK.pdf</identifier><type>Other:Other</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1341/38/small.jpg</identifier><identifier> Nuzulasari, Fika and Martha Nugraha, Septian (2014) PERENCANAAN STRUKTUR GEDUNG RUMAH TOKO (RUKO) JALAN LEBONG SIARANG PALEMBANG. Other thesis, Politeknik Negeri Sriwijaya. </identifier><recordID>1341</recordID></dc>
language eng
format Thesis:Thesis
Thesis
PeerReview:NonPeerReviewed
PeerReview
Book:Book
Book
Other:Other
Other
author Nuzulasari, Fika
Martha Nugraha, Septian
title PERENCANAAN STRUKTUR GEDUNG RUMAH TOKO (RUKO) JALAN LEBONG SIARANG PALEMBANG
publishDate 2014
topic TA Engineering (General). Civil engineering (General)
url http://eprints.polsri.ac.id/1341/1/COVER.pdf
http://eprints.polsri.ac.id/1341/2/BAB%20I.pdf
http://eprints.polsri.ac.id/1341/3/BAB%20II.pdf
http://eprints.polsri.ac.id/1341/4/BAB%20III.pdf
http://eprints.polsri.ac.id/1341/5/BAB%20IV.pdf
http://eprints.polsri.ac.id/1341/6/BAB%20V.pdf
http://eprints.polsri.ac.id/1341/7/DAFTAR%20PUSTAKA%20OK.pdf
http://eprints.polsri.ac.id/1341/38/small.jpg
http://eprints.polsri.ac.id/1341/
contents The Planning of a building has to use a well-done calculation because of a requirement of a save, sturdy, stable and durable building This showroom’s structural planning is based on The Structural Design Guidance of Reinforced Concrete (SNI 03-2847-2002), Indonesian Standard of Building Loads (PPUIG), and other books related to the structural design of steel and reinforced concrete. Based on the structural design, this construction is build by concrete columns with the dimensions of 30 cm × 30 cm, beams with the dimensions of 25 cm × 40 cm, roof floor plate with the thickness of 100 mm and 2nd and 3rd floor plate with the thickness of 120 mm and foundation with the dimensions of 175 cm × 175 cm and the depth of 6 m. Based on the calculations it can be concluded that this structure is safe, sturdy and stable.
id IOS15200.1341
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
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