Ferdiansyah, Moch. Dedy Tri (2018) Modifikasi Desain Struktur Gedung Hotel Pesonna Surabaya Dengan Beton Pracetak. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Gedung Hotel Pesonna Surabaya merupakan gedung yang memiliki 8 lantai dan 1 lantai service dengan luas bangunan sebesar 807,1 m2. Gedung tersebut berada di jalan Benteng No.1, Nyamplungan Pabean Cantian Surabaya. Berdasarkan hasil data tanah di kota Surabaya kelas situs tergolong SE (Tanah Lunak), gedung ini memiliki Kategori Desain Seismik (KDS) D. Karena fungsi bangunan sebagai hotel, maka gedung ini termasuk kategori resiko II. Gedung tersebut dirancang dengan Sistem Rangka Pemikul Momen Khusus (SRPMK) dan beton pracetak.
Analisis struktur ditentukan berdasarkan persyaratan dari peraturan yang berlaku diantaranya SNI 1726-2012 Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non-gedung, SNI 1727-2013 Beban Minimum untuk Perancangan Bangunan Gedung dan Struktur Lain, SNI 2847-2013 Persyaratan Beton Struktural untuk Bangunan Gedung dan SNI 7833-2012 Struktur Beton Pracetak. Untuk perencanaan gempa, gedung Hotel Pesonna Surabaya tersebut menggunakan analisis respon spektrum.
Perhitungan penulangan berdasarkan hasil gaya yang di dapat dari SAP 2000 v15 dan pendesainan sambungan elemen pracetak beserta metode pelaksanaan balok pelat pracetak. Pendetailan penulangan akan dituangkan dalam bentuk gambar teknik. Adapun hasil modifikasi yang didapatkan dari proyek akhir terapan ini yaitu dimensi balok anak 30/50, balok induk melintang 35/50, balok induk memanjang 50/70, tebal pelat 14 cm, dimensi kolom K1 75/75 dan kolom K2 75/100.
Proyek akhir terapan ini diharapkan dapat menjadi referensi perhitungan pembangunan suatu gedung bertingkat dengan beton pracetak beserta metode pelaksanaannya.
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Building of Hotel Pesonna Surabaya is building that has 8 floors and 1 service floor with a building’s area about 807,1 m2. Located of Hotel Pesonna Surabaya in Jl. Benteng No.1, Nyamplungan Pabean Cantian Surabaya. Based on the result of existing soil in Surabaya city, site class of classified SE (Soft Soil), this building has a Category of Seismic Design (KDS) D. Because it is a hotel building, the building is included in the risk category II. Building of Hotel Pesonna Surabaya is designed with Special Moment Resisting Frame System (SMRF) and precast concrete.
Structural analysis is determined based on the requirements of the applicable regulations such as SNI 1726-2012 Earthquake Resilience Planning Procedures for Building Structure and Non-Building Structure, SNI 1727-2013 Minimum Expense for Building Design and Other Structure, SNI 2847-2013 Requirements of The Structural Concrete for Buildings and SNI 7833-2012 Precast Concrete Structure. For earthquake planning building of Hotel Pesonna Surabaya using response spectrum analysis.
The calculation of rebar based on the result from SAP 2000 v15 and precast connection design, include with implemention method of the precast slab beam. Detail of the rebar will be poured in shop drawing. As for the result of the modification of this applied final project including the dimension of secondary beam is 30/50, primary beam 1 is 35/50, primary beam 2 is 50/70, thick slab is 14 cm, column K1 dimension is 1 75/75 and column K2 is 75/100.
This final project is expected to be a reference of high rise building calculation with precast concrete and construction method.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | Kelas Situs, Kategori Desain Seismik (KDS), Sistem Rangka Pemikul Momen Khusus (SRPMK), Beton Pracetak, Respon Spektrum |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) 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 Engineering and Planning > Civil Engineering > 22301-(D4) Diploma 4 |
| Depositing User: | Moch. Dedy Tri Ferdiansyah |
| Date Deposited: | 06 Jul 2021 10:17 |
| Last Modified: | 06 Jul 2021 10:17 |
| URI: | http://repository.its.ac.id/id/eprint/56959 |
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