Kajian Desain Struktur Beton Bertulang Dengan Struktur Baja (Studi Kasus Pada Pembangunan Gedung H Unitomo)
Abstract views: 533
,
PDF downloads: 2777
Abstract
Recently, a structure that is generally applied to the construction of multi-storey buildings is reinforced concrete structure. Structural steel is rarely used nowadays, yet in fact, the steel structures are still able to compete with reinforced concrete structures. Therefore, this study aims to determine the exact profile dimensions and the comparison of material prices between steel structures and reinforced concrete structures for columns and beams in redesigning H Building of Dr. Soetomo University, Surabaya. The WF profile steel will be used in this redesigning project. The structure is modeled using AutoCAD, and then imported into SAP2000 software. Modeling structure consists of columns, primary beams and secondary beams. The loads reviewed from the design are dead load, live load, wind load and seismic load. From the results of design review obtained, the overall strength of structure rearrangement is safe and it is obtained the beam profile dimensions of B1 WF 600x200x12x20, B2 WF 400x300x9x14 profile, B3 WF 400x300x9x14 profile, B4 WF 350x200x8x12 profile, and B5 WF 175x125x 5.5x8 profile, K1 WF 400x400x18x28 column profile, and K2 WF 400x400x21x21 column profile. The use of steel structures as a substitute for reinforced concrete structures for columns and beams in the building is a way more expensive with the percentage of steel structure 149.13% more expensive than reinforced concrete structure.
References
Badan Standarisasi Nasional. (2002). SNI 03-2847-2002 Tata Cara Perencanaan Struktur Beton Untuk Bangunan Gedung .Surabaya : Badan Standarisasi Nasional.
Departemen Permukiman Dan Prasarana Wilayah. (2002). SNI 1726-2002 Standar Perencanaan Ketahanan Gempa Untuk Struktur Banguan Gedung. Bandung: Departemen Permukinman Dan Prasarana Wilayah.
Direktorat Penyelidikan Masalah Bangunan. Peraturan Pembebanan Indonesia Untuk Gedung 1983.Bandung: Yayasan Lembaga Penyelidikan Masalah Bangunan.
Futariani, Yovi (2013). Kajian Struktur Baja Sebagai Alternatif Desain Beton Bertulang (Studi Kasus Pada Gedung LPTK FT UNY. Yogyakarta.
Gunawan, Rudy. Tabel Profil Konstruksi Baja. Yogyakarta:Kanisius.
HSPK 2018 Kota Surabaya
https://googleweblight.com/i?u=https://www.besibeton.net/products/jual-besi-wf-wide-flange-h-beam/&hl=id-ID
https://googleweblight.com/i?u=https://bildeco.com/blog/daftar-harga-besi-beton-terbaru-maret-2018/&hl=id-ID
Trijadir, Muhammad (2015).Perancangan Ulang Struktur Beton Bertulang Gedung 5 Menjadi Struktur Rangka Baja Menggunakan SNI 1729:2015. Yogyakarta.
Purwanto,Herubroto. (2016). Struktur Baja 1. Surabaya: Fakultas Teknik Universitas Dr.Soetomo Surabaya.
Purwanto,Herubroto dan Safrin Zuraidah. (2016). Struktur Baja 2. Surabaya: Fakultas Teknik Universitas Dr.Soetomo Surabaya.
Vls,W.C dan Gideon Kusuma.(1993). Grafik Dan Tabel Perhitungan Beton Bertulang Berdasarkan SKSNI T-15-1991-03. Jakarta: Erlangga
Copyright (c) 2019 Inggrid Loiza Batak, Safrin Zuraidah, Budi Hastono
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution-ShareAlike 4.0 International License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
