Yuliadewi, Ni Putu Ary (2019) Desain Modifikasi Struktur Gedung Hotel Sun Royal Menggunakan Sistem Balok Prategang dan Sistem Ganda. Other thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Perencanaan Gedung Hotel Sun Royal yang terletak di
kabupaten Badung, Bali setinggi 5 lantai yang menggunakan
sistem beton bertulang konvensional pada keseluruhan lantai akan dimodifikasi menjadi 15 lantai yang dirancang dengan menggunakan beton bertulang pada keseluruhan lantai serta menggunakan beton prategang pada lantai 15 yang akan di desain menjadi ballroom tanpa ada struktur kolom di tengah ruangan sehingga ballroom menjadi lebih luas dan nyaman. Karena jika menggunakan balok beton bertulang yang akan menghasilkan dimensi yang lebih besar. Perencanaan gedung hotel Sun Royal ini menggunakan sistem ganda. Sistem ganda adalah salah satu sistem struktur yang beban gravitasinya dipikul bersama oleh rangka utama sedangkan beban lateralnya dipikul bersama oleh rangka utama dan dinding struktur. Rangka utama dan dinding struktur didesain sebagai Struktur Rangka Pemikul Momen Khusus
(SRPMK) dan Dinding Geser. Perencanaan akan memenuhi
persyaratan keamanan struktur berdasarkan RSNI 1726 : 2018, RSNI 2847 : 2018 dan SNI 1727:2013. Dari hasil analisa yang telah dilakukan didapatkan kesimpulan bahwa balok prategang pada atap memiliki dimensi sebesar 650 x 1000 mm dan gaya prategang awal sebesar 2500 kN. Kehilangan gaya prategang yang di alami oleh balok sebesar
20,9% dan tebal dinding geser sebesar 50 cm dengan special boundary element pada ujung-ujung dinding geser tersebut.
Pondasi menggunakan tiang pancang diameter 60 cm dengan
kedalaman 25 meter.
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The design of the Sun Royal Hotel Building, located in Badung regency, Bali as high as 5 floors using a conventional reinforced concrete system on all floors will be modified to 15 floors designed using reinforced concrete on the entire floor and using prestressed concrete on the 15th floor which will be designed to ballroom without any column structure in the middle of the room so that the ballroom becomes more spacious and comfortable. Because if you use a reinforced concrete beam that will produce a larger dimension. The planning of the Sun Royal hotel building uses a dual system. The dual system is a structural system whose
gravitational load is carried together by the main frame while the lateral load is carried together by the main frame and the structure wall. The main frame and structure walls are designed as a Special Moment Frame Structure (SRPMK) and Shearwall. Planning will fulfill structural security requirements based on RSNI 1726 : 2018,
RSNI 2847: 2018 and SNI 1727: 2013. From the results of the analysis carried out it was concluded that the prestressed beam on the roof has dimensions of 650 mm x 1000 mm and prestressing force of 2500 kN. The loss of
prestressed force is 20.9 % and the thickness of the shearwall is 50 cm with a special boundary element at the ends of the shearwall. The foundation uses a pile diameter of 60 cm with a depth of 25 meters.
| Item Type: | Thesis (Other) |
|---|---|
| Additional Information: | RSS 690.85 Yul d-1 2019 |
| Uncontrolled Keywords: | Beton Bertulang, Beton Prategang, Dinding Geser, Modifikasi, Struktur Rangka Pemikul Momen Khusus (SRPMK). |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA444 Reinforced concrete T Technology > TA Engineering (General). Civil engineering (General) > TA683 Precast concrete construction. Prestressed concrete construction. T Technology > TH Building construction > TH1095 Earthquakes and building |
| Divisions: | Faculty of Civil, Environmental, and Geo Engineering > Civil Engineering > 22201-(S1) Undergraduate Theses |
| Depositing User: | Ni Putu Ary Yuliadewi |
| Date Deposited: | 09 Jul 2024 03:11 |
| Last Modified: | 09 Jul 2024 03:11 |
| URI: | http://repository.its.ac.id/id/eprint/66563 |
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