Pratama, Reza Wahyu Wega and Kurniati, Dwi (2019) REDESIGN OF THE UPPER STRUCTURE OF UNISA CAMPUS YOGYAKARTA USING THE FLAT SLAB METHOD BASED UPON SNI 03-2847:2013 REDESIGN OF THE UPPER STRUCTURE OF UNISA CAMPUS YOGYAKARTA USING THE FLAT SLAB METHOD BASED UPON SNI 03-2847: 2013. Tugas Akhir thesis, University Technology Yogyakarta.
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Abstract
ABSTRACT Aisyiah Yogyakarta University is one of the high-rise buildings with 9 floors including a semi basement. The building still uses a conventional building structure with a column, beam and plate structure. Flat slab refers to the reinforced concrete plate directly supported by columns without any intermediary beams. It has the sufficient shear strength with a drop panel which is a plate thickening in the column area. This research aims to determine the dimensions of column structure, drop panels, floor slabs and column reinforcement in the flat slab design and to make a comparison between conventional buildings and flat slab buildings based on concrete volume, reinforcement requirements and the use of appropriate concrete quality. The methodology for redesigning the structure of the UNISA Yogyakarta campus building using the flat slab method was with the assistance of ETABS 2016. The software analysis of building performance against the regulatory standards for structural resistance to earthquake loads was by using the Equivalence Static in accordance with SNI 03-1726-2012. The results of this research showed that the column dimension used consisted of 6 types of columns: K1 (800x800 mm), K1 (700x700 mm), K2 (800x800 mm), K2 (700x700 mm), K3 (400x1600 mm), K4 (600x600 mm), K5 (600x600 mm), K6 (600x600 mm) and KL (500x500 mm). Meanwhile, the dimensions of the drop panel = 3200 x 3200 x 150 mm used the reinforcement D13. It also obtained the dimensions of the floor plate of = 8000 x 9600 x 270 mm and roof plates of = 8000 x 9600 x 150 mm by using D10 reinforcement. It then can be concluded that the reinforcement diameter was larger than the building column of conventional structure and required more concrete volume. Keywords: Drop Panel, Flat Slab, Column, SNI 2847:2013 ABSTRACT Aisyiah Yogyakarta University is one of the high-rise buildings with 9 floors including a semi basement. The building still uses a conventional building structure with a column, beam and plate structure. Flat slab refers to the reinforced concrete plate directly supported by columns without any intermediary beams. It has the sufficient shear strength with a drop panel which is a plate thickening in the column area. This research aims to determine the dimensions of column structure, drop panels, floor slabs and column reinforcement in the flat slab design and to make a comparison between conventional buildings and flat slab buildings based on concrete volume, reinforcement requirements and the use of appropriate concrete quality. The methodology for redesigning the structure of the UNISA Yogyakarta campus building uses the flat slab method with the assistance of ETABS 2016. The software analysis of building performance is against the regulatory standards for structural resistance to earthquake loads by using the Equivalence Static in accordance with SNI 03-1726-2012. The results of this research showed that the column dimension used consisted of 6 types of columns: K1 (800x800 mm), K1 (700x700 mm), K2 (800x800 mm), K2 (700x700 mm), K3 (400x1600 mm), K4 (600x600 mm), K5 (600x600 mm), K6 (600x600 mm) and KL (500x500 mm). Meanwhile, the dimensions of the drop panel = 3200 x 3200 x 150 mm used the reinforcement D13. It also obtained the dimensions of the floor plate of = 8000 x 9600 x 270 mm and roof plates of = 8000 x 9600 x 150 mm by using D10 reinforcement. It then can be concluded that the reinforcement diameter was larger than the building column of conventional structure and required more concrete volume. . Keywords: Drop Panel, Flat Slab, Column, SNI 2847: 2013 DAFTAR PUSTAKA Aerosid, I. K. (2016). Studi Perbandingan Perencanaan Struktur Flat Slab dengan Drop Panel dan Slab dengan Beam Pada Kasus Struktur Basement Proyek Sequis Tower. Jakarta: Universitas Negeri Jakarta. Agia, Vinca Rosea. (2016). Efisiensi Penggunaan Plat Cendawan Terhadap Plat Konvensional Pada Gedung Pascasarjana UMS: Universitas Muhammadiyah Surakarta. BSN. (2013). SNI 2847:2013 Tata Cara Perencanaan Struktur Beton untuk Bangunan Gedung: Badan Standarisasi Nasional. BSN. (2013). SNI 1727:2013 Beban Minimum Untuk Perancangan Bangunan Gedung dan Struktur Lainnya: Badan Standarisasi Nasional. BSN. (2012). SNI 1726:2012 Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung dan Non Gedung: Badan Standarisasi Nasional. Desiyani. (2018). Analisis Perilaku Sistem Flat Slab-Drop Panel dengan Balok Semu Terhadap Gaya Lateral Pada Struktur Basement. Jakarta: Universitas Negeri Jakarta. ISBN. (2017). ISBN 978-602-5489-01-3. Peta Sumber dan Bahaya Gempa Indonesia Tahun 2017: Bandung. Setiawan, Agus. 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(2013), Penelitian Tentang Modifikasi Perencanaan Struktur Gedung Rawat Inap Rumah Sakit Dengan Menggunakan Sistem Flat Slab dan Shear Wall, Surabaya: Institut Teknologi Sepuluh November. Rahman, A. (2017). Perencanaan Bangunan Gedung Beringkat Menggunakan Pelat Dua Arah (two way slab) dari Beton Bertulang yang Betuk Konstruksinya Unik, Efiisien dan Ekonomis. Aceh: Universitas Teuku Umar. Ringgi, A.I. (2018). Redesain Gedung Fakultas Hukum UGM Dengan Metode Flat Slab. Yogyakarta: Universitas Teknologi Yogyakarta.
| Item Type: | Thesis (Skripsi, Tugas Akhir or Kerja Praktek) (Tugas Akhir) |
|---|---|
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Fakultas Sains dan Teknologi > S1 Teknik Sipil |
| Depositing User: | Kaprodi S1 Teknik Sipil UTY |
| Date Deposited: | 30 Jul 2019 08:49 |
| Last Modified: | 30 Jul 2019 08:49 |
| URI: | http://eprints.uty.ac.id/id/eprint/3182 |
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