Mazidah, Khoirul (2017) Desain Modifikasi Struktur Hotel Pesonna Pegadaian Surabaya Dengan Sistem Rangka Momen Khusus Dan Beton Pratekan. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Desain awal Hotel Pesonna Pegadaian Surabaya memiliki 10 lantai termasuk lantai atap. Akan tetapi, dalam Tugas Akhir ini, jumlah lantai ditambah menjadi total 20 lantai dengan 2 lantai untuk ruang pertemuan. Desain Hotel Pesonna Pegadaian Surabaya menggunakan beton bertulang untuk strukturnya dan beton prategang pada lantai 17 dan 18 yang digunakan sebagai hall atau ruang pertemuan. Kebutuhan akan ruang yang luas tanpa adanya kolom untuk mendapatkan bentang bebas selebar 13 m membutuhkan penggunaan balok prategang. Sistem struktur yang digunakan adalah sistem rangka momen khusus dikarenakan KDS bangunan ini yaitu KDS-D. Pembebanan pada desain mengacu pada PPIUG 1983 dan perhitungan gaya gempa dengan metode response spectrum berdasarkan SNI 1726:2012 dan Peta Hazard Gmpa Indonesia 2010. Sedangkan desain struktur bangunan mengacu pada SNI 2847:2013. Hasil dari desain bangunan ini menunjukkan telah memenuhi semua persyaratan sehingga mampu untuk menahan beban gravitasi dan beban gempa di kota Surabaya. ================================================================== The existing Pesonna Pegadaian Hotel Surabaya has 10 floors including a roof floor. However , in this final project, the number of floor will be add ed by 2 more additional floors for a meeting room to have a total 20 floors . The design of Pesonna Pegadaian Hotel Surabaya use s reinforced concrete for its structure and prestressed concrete on ly at 17 th and 18 th floor s for hall or meeting room. The ne ed of spacious room without any column to provide a free span of 13 m will require the use of prestressed beam s . The structural system is the special moment frame system due to the assigned SDC of the building, i.e. SDC - D. T he load used in the design complies PPIUG 1983 and the calculation of earthquake using the response spectrum method which is in accordance with SNI 1726 : 2012 and the 2012 earthquake hazard map of Indonesia . Whereas , the c oncrete structure design refers to SNI 2847 : 2013 . As the result , the design of th e building show s that it has complies all the standards so that it is capable to resist the both the gravity and seismic loads in Surabaya city.
| Item Type: | Thesis (Undergraduate) |
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| Uncontrolled Keywords: | beton bertulang, beton prategang, respons spectrum, sistem rangka momen khusus. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering) T Technology > TA Engineering (General). Civil engineering (General) > TA681 Concrete construction |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | khoirul mazidah |
| Date Deposited: | 02 Feb 2018 07:31 |
| Last Modified: | 08 Mar 2019 02:20 |
| URI: | https://repository.its.ac.id/id/eprint/46769 |
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