MODIFIKASI PERENCANAAN GEDUNG APARTEMEN GUNAWANGSA GRESIK DENGAN STRUKTUR BAJA TAHAN GEMPA

Authors

DOI:

https://doi.org/10.30996/exp.v17i1.3616

Keywords:

Struktur baja, system rangka pemikul momen, king cross

Abstract

Abstract

This paper presents the alternative design of Gunawangsa Gresik Apartment using Earthquake Resistance Steel Structure. The existing structure of Gunawangsa Gresik is concrete. Steel structure is being considered as the alternative design because steel material has better ductility and lower weight than concrete which is good for earthquake resistant buildings.

Gunawangsa Apartement would be designed with moment resisting frames structure system in accordance with the provisions of SNI 1726:2012 concerning earthquake-resistant structure planning and SNI 1729:2015 concerning the building steel structures..

From the results of the design, the steel cross-section profile dimensions used as beams are WF 400.200, WF 350.175, WF 300.150, WF 250.125, WF 200.100, and WF 175.90. Whereas for cross-section profiles are King cross K800.300, K700.300, K588.300, K600.200, and K500.200. Furthermore, in the substructure/lower structure, the foundation were designed with 8 meters deep, and diameter of 60 cm.

 

Abstrak

Artikel ini membahas tentang desain alternatif Apartemen Gunawangsa Gresik menggunakan struktur baja tahan gempa. Desain eksisting Apartemen Gunawangsa Gresik berupa struktur beton. Struktur baja dipertimbangkan sebagai alternatif desain karena material baja memiliki daktilitas yang lebih baik dan bobot yang lebih rendah daripada beton, dimana hal tersebut baik untuk bangunan tahan gempa.

Apartemen Gunawangsa akan dirancang dengan sistem struktur rangka penahan momen sesuai dengan ketentuan SNI 1726: 2012 tentang perencanaan struktur tahan gempa dan SNI 1729: 2015 tentang struktur baja bangunan.

Dari hasil desain, dimensi profil penampang baja yang digunakan sebagai balok adalah WF 400.200, WF 350.175, WF 300.150, WF 250.125, WF 200.100, dan WF 175.90. Sedangkan untuk profil penampang adalah King cross K800.300, K700.300, K588.300, K600.200, dan K500.200. Selanjutnya, pada substruktur / struktur bawah, pondasi dirancang dengan kedalaman 8 meter, dan diameter 60 cm.

Downloads

Download data is not yet available.

Author Biographies

Ivan Oky Febry Fambudi, Program Studi Teknik Sipil, Universitas 17 Agustus 1945 Surabaya

Fakultas Teknik

Bantot Sutriono, Program Studi Teknik Sipil, Universitas 17 Agustus 1945 Surabaya

Fakultas Teknik

Retno Trimurtiningrum, Program Studi Teknik Sipil, Universitas 17 Agustus 1945 Surabaya

Fakultas Teknik

Nurul Rochmah, Program Studi Teknik Sipil, Universitas 17 Agustus 1945 Surabaya

Fakultas Teknik

References

Aksara, Redaksi Bumi, Undang-Undang Pokok Perkawinan (Jakarta: Radar Jaya Offset, 1991)

Alf, Tjatur Raharso, Kesepatakan Nikah Dalam Hukum Perkawinan Katolik (Malang: Dioma, 2008)

Ardhi, F.X. Wibowo, Sakramen Perkawinan (Yogyakarta: Kanisius, 1993)

Bdk. Mat. 19:1, 3-6 Dan Lih. Kol. 3:19

Bdk Bab II Syarat-Syarat Perkawinan Pasal 6 Dalam Redaksi Bumi Aksara, Undang-Undang Pokok Perkawinan (Jakarta: Radar Jaya Offset, 1991)

Crichton, J.D., Perayaan Sakramen Perkawinan (Yogyakarta: Kanisius, 1990)

‘Dokumen Pacem In Terris-Perdamaian Dunia Oleh Paus Yohanes XXIII Tahun 1963’ <http://ajaransosialgerejakatolik.blogspot.com/2012/03> [accessed 14 September 2018]

Embuiru, Bdk. Herman, Katekismus Gereja Katolik (Ende Flores: Percetakan Arnoldus Jansen, 1995)

Go, Piet, Hukum Perkawinan Gereja Katolik Teks Dan Komtentar (Malang: Dioma, 1990)

Go, Soeharto dan Piet, Kawin Campur Beda Agama Dan Beda Gereja (Malang: Dioma, 2005)

Downloads

Published

2021-04-21

Issue

Vol. 17 No. 1 (2020)

Section

Articles

License

Authors who publish with Extrapolasi agree to the following terms:

  1. Authors transfer the 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.
  2. 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.
  3. 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)