Wiyani, Afrida Dwitika Putri and Prasetia, Wahyu Dwi (2015) Perencanaan Struktur Gedung Bertingkat Rumah Susun Sederhana Sewa (Rusunawa) Jambangan Dengan Metode Sistem Rangka Pemikul Momen Menengah. Diploma thesis, Institut Technology Sepuluh Nopember.
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Abstract
Berdasarkan perhitungan SNI gempa 03-1726-2012 dari
hasil tes tanah di daerah Jambangan Surabaya termasuk dalam
kategori desain seismik C yang berarti bahwa perencanaan dapat
menggunakan metode Sistem Rangka Pemikul Momen Menengah
(SRPMM) atau Sistem Rangka Pemikul Momen Khusus
(SRPMK). Pada proyek akhir ini bangunan gedung Rumah Susun
Sederhana Sewa (Rusunawa) Jambangan Surabaya menggunakan
analisa struktur dengan metode Sistem Rangka Pemikul Momen
Menengah (SRPMM). Dalam perhitungan beban gempa rencana
menggunakan metode respon spectrum.
Peraturan yang digunakan adalah standar desain yang
berlaku di Indonesia yaitu SNI 03-1726-2012, SNI 2847:2013,
PPIUG 1983 dan PBBI 1971. Metodologi dalam perencanaan
Rumah Susun Sederhana Sewa (Rusunawa) Jambangan Surabaya
antara lain : pengumpulan data , preliminary desain, melakukan
pembebanan, analisa stuktur gaya dalam, perhitungan struktur
ii
bawah, perhitungan struktur atas, penulangan, cek persyaratan,
melakukan penggambaran dan selesai.
Hasil dari perencanaan bangunan gedung Rumah Susun
Sederhana Sewa (Rusunawa) Jambangan Surabaya adalah
dimensi dari setiap struktur. Struktur utama pada gedung (dimensi
balok,sloof dan kolom) dan komponen sekunder (dimensi pelat
dan tangga). Struktur bawah (dimensi poer dan sloof), serta
kebutuhan dari tiang pancang. Dimensi yang didapat akan
digambarkan kedalam gambar teknik.
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According to the calculation of SNI earthquake 03-1726-
2012, from the result of ground test in Jambangan Surabaya area
included in seismic design category C which means that the
planning can use Intermediate Moment Frame System Bearer
method (SRPMM) or Particular Moment Frame System Bearer
(SRPMK). In this last project, the building of Jambangan Casual
Flats uses the analysis structure with Intermediate Moment Frame
System Bearer method (SRPMM). In the calculation of
earthquake loads is planned using spectrum responses method.
The regulations used is applicable design standard in
Indonesia which are SNI 03-1726-2012, SNI 2847:2013, PPIUG
1983 and PBBI 1971. The methodology in the planning of
Jambangan Casual Flats is data collection, preliminary design,
perform loading, the force structure analysis, bottom structure
calculation, upper structure calculation, framing, requirements
checking, designing and finished.
iv
The result of the planning of Jambangan Casual Flats is
the dimension of every structure. The main structure of the
building (the dimension of girder, sloof and column) and
secondary component (the dimension of plate and staircase). The
lower structure (the dimension of poer and sloof), and also the
needs of piling. The obtained dimension will be designed into
technical drawing.
| Item Type: | Thesis (Diploma) |
|---|---|
| Additional Information: | RSS 690.738 Wiy p |
| Uncontrolled Keywords: | SRPMM (Sistem Rangka Pemikul Momen Menengah) |
| Subjects: | N Fine Arts > NA Architecture > NA6602.D6 Dormitories |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22401-(D3) Diploma 3 |
| Depositing User: | Mr. Tondo Indra Nyata |
| Date Deposited: | 26 Apr 2019 03:44 |
| Last Modified: | 26 Apr 2019 04:21 |
| URI: | http://repository.its.ac.id/id/eprint/62859 |
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