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PERENCANAAN STRUKTUR SKYBRIDGE PENGHUBUNG ANTAR GEDUNG TOWER LOFT DAN TOWER OFFICE PROYEK CAPITAL SQUARE SURABAYA MENGGUNAKAN RANGKA BAJA DENGAN METODE LRFD

Main Author: Pratama, Dicky Arleandy
Format: Thesis NonPeerReviewed Book
Bahasa: eng
Terbitan: , 2019
Subjects:
T Technology (General)
TA Engineering (General). Civil engineering (General)
Online Access: http://eprints.umm.ac.id/46292/1/PENDAHULUAN.pdf
http://eprints.umm.ac.id/46292/2/BAB%20I.pdf
http://eprints.umm.ac.id/46292/3/BAB%20II.pdf
http://eprints.umm.ac.id/46292/4/BAB%20III.pdf
http://eprints.umm.ac.id/46292/5/BAB%20IV.pdf
http://eprints.umm.ac.id/46292/6/BAB%20V.pdf
http://eprints.umm.ac.id/46292/7/LAMPIRAN.pdf
http://eprints.umm.ac.id/46292/
ctrlnum 46292
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.umm.ac.id/46292/</relation><title>PERENCANAAN STRUKTUR SKYBRIDGE PENGHUBUNG ANTAR GEDUNG TOWER LOFT DAN TOWER OFFICE PROYEK CAPITAL SQUARE SURABAYA MENGGUNAKAN RANGKA BAJA DENGAN METODE LRFD</title><creator>Pratama, Dicky Arleandy</creator><subject>T Technology (General)</subject><subject>TA Engineering (General). Civil engineering (General)</subject><description>To move from one building to another requires a lot of time and energy, especially when the start and end of the trip is on the top storey of the building. The skybridge will be very helpful because it saves more time and energy if we want to move to another building. In addition, the skybridge can be an alternative evacuation route for high-rise buildings. This undergraduate thesis is designing the structure of skybridge that connecting the building of Tower Loft and Tower Office at the Capital Square project in Surabaya using steel truss structure with the LRFD method. Skybridge with a span of 14.69m with a width of 10.4m and at elevation of +72.90. Based on the results of the analysis and calculations obtained dimensions of floor plates with a thickness of 120 mm with the main reinforcement &#xD8;10 - 150mm, WF100x100x6x8mm stringers, WF 250x250x9x14mm struts, WF400x400x13x21mm floorbeam, truss structure consisting of WF400x400x13x21mm vertical and diagonal along with WF400x200x8x13mm top and bottom chord, the lateral bracing using WF200x150x6x9mm. Based on the results of the analysis of the two buildings obtained 3 skybridge movement conditions due to sway of the building and with the calculation resulted fixed-roller support system with roller support using sliding plate bearing and fixed support using an anchor with a diameter of 36mm.</description><date>2019-02</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/46292/1/PENDAHULUAN.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/46292/2/BAB%20I.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/46292/3/BAB%20II.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/46292/4/BAB%20III.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/46292/5/BAB%20IV.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/46292/6/BAB%20V.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.umm.ac.id/46292/7/LAMPIRAN.pdf</identifier><identifier> Pratama, Dicky Arleandy (2019) PERENCANAAN STRUKTUR SKYBRIDGE PENGHUBUNG ANTAR GEDUNG TOWER LOFT DAN TOWER OFFICE PROYEK CAPITAL SQUARE SURABAYA MENGGUNAKAN RANGKA BAJA DENGAN METODE LRFD. Bachelors Degree (S1) thesis, University of Muhammadiyah Malang. </identifier><recordID>46292</recordID></dc>
language eng
format Thesis:Thesis
Thesis
PeerReview:NonPeerReviewed
PeerReview
Book:Book
Book
author Pratama, Dicky Arleandy
title PERENCANAAN STRUKTUR SKYBRIDGE PENGHUBUNG ANTAR GEDUNG TOWER LOFT DAN TOWER OFFICE PROYEK CAPITAL SQUARE SURABAYA MENGGUNAKAN RANGKA BAJA DENGAN METODE LRFD
publishDate 2019
topic T Technology (General)
TA Engineering (General). Civil engineering (General)
url http://eprints.umm.ac.id/46292/1/PENDAHULUAN.pdf
http://eprints.umm.ac.id/46292/2/BAB%20I.pdf
http://eprints.umm.ac.id/46292/3/BAB%20II.pdf
http://eprints.umm.ac.id/46292/4/BAB%20III.pdf
http://eprints.umm.ac.id/46292/5/BAB%20IV.pdf
http://eprints.umm.ac.id/46292/6/BAB%20V.pdf
http://eprints.umm.ac.id/46292/7/LAMPIRAN.pdf
http://eprints.umm.ac.id/46292/
contents To move from one building to another requires a lot of time and energy, especially when the start and end of the trip is on the top storey of the building. The skybridge will be very helpful because it saves more time and energy if we want to move to another building. In addition, the skybridge can be an alternative evacuation route for high-rise buildings. This undergraduate thesis is designing the structure of skybridge that connecting the building of Tower Loft and Tower Office at the Capital Square project in Surabaya using steel truss structure with the LRFD method. Skybridge with a span of 14.69m with a width of 10.4m and at elevation of +72.90. Based on the results of the analysis and calculations obtained dimensions of floor plates with a thickness of 120 mm with the main reinforcement Ø10 - 150mm, WF100x100x6x8mm stringers, WF 250x250x9x14mm struts, WF400x400x13x21mm floorbeam, truss structure consisting of WF400x400x13x21mm vertical and diagonal along with WF400x200x8x13mm top and bottom chord, the lateral bracing using WF200x150x6x9mm. Based on the results of the analysis of the two buildings obtained 3 skybridge movement conditions due to sway of the building and with the calculation resulted fixed-roller support system with roller support using sliding plate bearing and fixed support using an anchor with a diameter of 36mm.
id IOS4109.46292
institution Universitas Muhammadiyah Malang
institution_id 136
institution_type library:university
library
library Perpustakaan Universitas Muhammadiyah Malang
library_id 546
collection UMM Institutional Repository
repository_id 4109
city MALANG
province JAWA TIMUR
repoId IOS4109
first_indexed 2019-06-13T03:28:20Z
last_indexed 2019-06-13T03:28:20Z
recordtype dc
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score 17.538404

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