HARNANDA, KHRESNA RIZKY (2020) STUDI KOMPARASI ANALISIS STRUKTUR ATAS DENGAN MATERIAL BETON BERTULANG DAN BAJA (STUDI KHASUS: GEDUNG KANTOR JALAK HARUPAT BANDUNG). S1 thesis, Universitas Mercu Buana Bekasi.
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Abstract
ABSTRAK Perencanaan suatu struktur gedung harus memperhitungkan gaya-gaya yang terjadi, serta direncanakan sesuai standar dan ketentuan yang berlaku. Oleh karena itu, redesain struktur atas gedung kantor Jalak Harupat menggunakan bahan material baja harus mengacu pada Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung (SNI 1726 : 2012), Beban Minimum Untuk Perencanaan Bangunan Gedung dan Struktur lain (SNI 1727:2013), dan Spesifikasi untuk Bangunan Gedung Baja Struktural (SNI 1729:2015). Redesain struktur atas meliputi perencanaan kolom, dan balok. Sedangkan plat lantai, dan tangga dianggap sebagai beban. Perencanaan struktur direncanakan menggunakan material baja IWF. Analisis perhitungan menggunakan program ETABS, dan penggambaran menggunakan program AutoCad. Selain itu, dilakukan perhitungan Rencana Anggaran Biaya untuk struktur kolom, dan balok untuk mengetahui perbandingan harga antara struktur beton existing dengan struktur baja redesain. Perhitungan Rencana Anggaran Biaya menggunakan Analisa Harga Satuan Pekerjaan tahun 2018. Dari perhitungan, didapat struktur existing sebesar Rp. 1.699.662.979,- sedangkan struktur redesain menggunakan baja sebesar Rp. 2.964.136.583,-. Berat sendiri struktur existing sebesar 760.594 kg, sedangkan struktur baja sebesar 134.733,5 kg. Struktur baja dalam redesain gedung kantor Jalak Harupat lebih mahal dari pada struktur existing, namun berat sendiri struktur lebih kecil. Hal ini dapat mengurangi beban pondasi dan beban gempa. Kata Kunci : Studi Komperasi, Struktur Baja, Gempa ABSTRACT Design a building structure should take into account the styles that occur, as well as planned according to the standards and regulations. There for, the redesigning of the structure of the Jalak Harupat office building using steel material should refer to the procedure of earthquake resistance planning for building and Non building structures (SNI 1726:2012), Minimum Burden for building planning Other buildings and structures (SNI 1727:2013), and specifications for building structural steel buildings (SNI 1729:2015). Redesigning the upper structure includes design column, and beams. While the floor plate, and stairs are considered as loads. Design structures are planned using IWF steel material. Analysis of calculations using ETABS program, and depictions using AutoCad program. In addition, the calculation of the cost of budget plan for the column structure, and beams to know the price comparison between existing concrete structures with steel structure redesign. Cost of budget plan calculation uses work unit price Analysis year 2018. From the calculation, obtained an existing structure of Rp. 1,699,662,979,-while the redesign structure uses steel of Rp. 2,964,136,583,-. Its existing weight structure is 760,594 kg, while the steel structure is 134,733.5 kg. Steel structure in the design of the office building Jalak Harupat is more expensive than the existing structure, but the weight of its own structure is smaller. This can reduce the burden of the foundations and earthquake loads. Keyword: Study Comparasin, Steel Structure, Earthquake
| Item Type: | Thesis (S1) |
|---|---|
| Call Number CD: | FT/SIP 20 016 |
| NIM/NIDN Creators: | 41115320103 |
| Uncontrolled Keywords: | Kata Kunci : Studi Komperasi, Struktur Baja, Gempa |
| Subjects: | 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | siti maisyaroh |
| Date Deposited: | 10 Mar 2022 03:52 |
| Last Modified: | 10 Mar 2022 03:52 |
| URI: | http://repository.mercubuana.ac.id/id/eprint/57708 |
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