Redesign Struktur Atas Gedung Dengan Analisis Respon Spektrum Berdasarkan SNI 1726:2019 Dan SNI 1729:2020 (Studi Kasus : Gedung Ballroom Amadeo Duri)

Simangunsong, Uduran (2023) Redesign Struktur Atas Gedung Dengan Analisis Respon Spektrum Berdasarkan SNI 1726:2019 Dan SNI 1729:2020 (Studi Kasus : Gedung Ballroom Amadeo Duri). Diploma thesis, Politeknik Negeri Bengkalis.

[img]
Preview
Text (Abstract)
1.TA-4103201317-Abstract.pdf - Submitted Version
Available under License Creative Commons Attribution Share Alike.

Download (306kB) | Preview
[img]
Preview
Text (Bab I Pendahuluan)
2.TA-4103201317-Bab I Pendahuluan.pdf - Submitted Version
Available under License Creative Commons Attribution Share Alike.

Download (369kB) | Preview
[img]
Preview
Text (Daftar Pustaka)
3.TA-4103201317-Daftar Pustaka.pdf - Submitted Version
Available under License Creative Commons Attribution Share Alike.

Download (207kB) | Preview
[img] Text (Full Text)
4.TA-4103201317-Full Text.pdf - Submitted Version
Restricted to Registered users only
Available under License Creative Commons Attribution Share Alike.

Download (10MB)

Abstract

The Amadeo Duri Ballroom Building is the first business hotel in Duri with a friendly welcome and service standards according to its motto "The Friendly's Hotel" located in Bengkalis Regency, Riau, Indonesia. The Amadeo Duri Ballroom building is intended as lodging and meeting rooms. The Amadeo Duri Ballroom Building was inaugurated in 2016, during the initial planning of the Amadeo Duri Ballroom Building it still used the old SNI. The Amadeo Duri Ballroom building will be re-planned using the latest SNI, namely SNI 1726:2019 (Procedures for implementing earthquake resistance for building and non-building structures), SNI 2847:2019 (Structural concrete requirements for buildings and explanations), SNI 1729:2020 ( Specifications for Structural Steel Buildings), and SNI 1727:2020 (Minimum design loads and related criteria for buildings and other structures). The modeling of the Amadeo Duri Ballroom Building was analyzed using the ETABS 2016 application and for planning reinforcement and steel profiles it was analyzed using a moment-bearing frame system. Based on the calculation of the superstructure, the results obtained with beams 350 x 650 mm, 300 x 500 mm, 200 x 400 mm, 250 x 450 mm, cantilever beams 300 x 500 mm, 250 x 450 mm, steel profile beams WF 900.300.16.20, WF 588.300.12.20, Column 500 x 500 mm, 700 x 700 mm, 400 x 400 mm, Steel profile column WF 300.300.10.15, Plate 120 mm and 150 mm. Based on the results of structural research, reinforcement must be carried out so that it is able to carry the load on the structure.

Item Type: Thesis (Diploma)
Contributors:
ContributionContributorsEmailNIDN/NIDK
Thesis advisorJauhari, Zev Alzevaljauhari@polbeng.ac.idNIDN0028019401
Uncontrolled Keywords: Planning, Moment Bearer, Superstructure, ETABS 2016
Subjects: 410 ILMU TEKNIK > 420 TEKNIK SIPIL DAN PERENCANAAN TATA RUANG > 421 Teknik Sipil
Divisions: Jurusan Teknik Sipil > Diploma Tiga Teknik Sipil > TUGAS AKHIR
Depositing User: Teknik Sipil D3
Date Deposited: 25 Aug 2023 11:02
Last Modified: 25 Aug 2023 11:02
URI: http://eprints.polbeng.ac.id/id/eprint/9522

Actions (login required)

View Item View Item