Desain Modifikasi Struktur Gedung Hotel Holiday Inn Sanur dengan Menggunakan Beton Prategang dan Sistem Rangka Pemikul Momen Khusus (SRPMK)

Yuliawan, I Made (2021) Desain Modifikasi Struktur Gedung Hotel Holiday Inn Sanur dengan Menggunakan Beton Prategang dan Sistem Rangka Pemikul Momen Khusus (SRPMK). Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Hotel Holiday Inn Sanur Bali merupakan salah satu Hotel yang berlokasi di Sanur, Denpasar. Hotel ini dibangun dengan konstruksi beton bertulang konvensional memiliki 5 lantai dan 1 basement. Lokasi yang strategis menjadikannya sebagai tempat potensial untuk penyelenggaraan acara besar, seperti konferensi, seminar, pesta pernikahan, dan lainnya. Dengan demikian, gedung ini akan direncanakan ulang dengan modifikasi penambahan lantai menjadi 15 lantai dan 1 basement yang dirancang dengan menggunakan beton bertulang pada keseluruhan lantai serta menggunakan 5 buah balok prategang dengan bentang 17,55 m pada lantai atap yang akan didesain menjadi ballroom tanpa ada struktur kolom di tengah ruangan untuk memaksimalkan fungsi dari bangunan ini. Gedung ini akan didesain menggunakan Sistem Rangka Pemikul Momen Khusus (SRPMK) karena gedung terletak di Kategori Desain Sesimik D. Perencanaan akan memenuhi persyaratan keamanan struktur berdasarkan SNI 1726:2019, SNI 2847:2019 dan SNI 1727:2013. Dari hasil analisis yang telah dilakukan didapatkan dimensi balok prategang pada lantai atap yaitu 500 mm x 800 mm dan gaya prategang awal sebesar 2.700 kN. Kehilangan gaya prategang yang dialami oleh balok prategang sebesar 22,24%. Pondasi menggunakan tiang pancang diameter 80 cm dengan kedalaman 22 meter.
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Holiday Inn Sanur Hotel is one of the hotels located in Sanur, Denpasar. This hotel is built with conventional reinforced concrete system and has 5 floors and 1 basement. Its strategic location makes it potential for holding large events, such as conference, seminar, wedding, and others. Thus, this building will be re designed with additional floor modifications to 15 stories and 1 basement, using reinforced concrete on the entire floor and 5 prestressed beams with a span of 17.55 m on the rooftop which will be designed as a ballroom without any column structure in the middle to maximize the function of this building. This building will be designed using the Special Moment Frame System (SRPMK) because it is within D Seismic Design Category. The planning will follow the structural security requirements based on SNI 1726:2019, SNI 2847:2019 and SNI 1727:2013. Based upon the results of analysis, it was concluded that the dimensions of the prestressed beam on the rooftop are 500 mm x 800 mm and the prestressing force is 2,700 kN. The loss of prestressed force is 22,24%. The foundation uses piles with a diameter of 80 cm and a depth of 22 meters.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	Beton Bertulang, Beton Prategang, Sistem Rangka Pemikul Momen Khusus. ================================================================================================================== Reinforced Concrete, Prestressed Concrete, Special Moment Frame System.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA444 Reinforced concrete T Technology > TA Engineering (General). Civil engineering (General) > TA681 Concrete construction T Technology > TA Engineering (General). Civil engineering (General) > TA683 Precast concrete construction. Prestressed concrete construction.
Divisions:	Faculty of Civil, Planning, and Geo Engineering (CIVPLAN) > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User:	I Made Yuliawan
Date Deposited:	14 Aug 2021 13:28
Last Modified:	14 Aug 2021 13:28
URI:	http://repository.its.ac.id/id/eprint/86214

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