Darmawan, Rahmat Ridho and Atma, Achmad Faiq Adhi (2014) Perencanaan struktur rumah susun sederhana sewa Sidotopo Surabaya dengan metode Sistem Rangka Pemikul Momen Menengah. Diploma thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Rumah Susun Sederhana Sewa Sidotopo Surabaya berada
di Jalan Randu Surabaya. Berdasarkan hasil Standar Penetration
Test (SPT), diketahui bahwa gedung dibangun di atas tanah
dengan kondisi lunak. Dalam perhitungan beban gempa rencana
menggunakan metode analisis statik ekuivalen.
Peraturan yang digunakan adalah standar desain yang
berlaku di Indonesia yaitu SNI 03-1726-2002, SNI 03-1728-2002,
SNI 03-2847-2002, PPIUG 1983 dan PBBI 1971. Kota Surabaya
termasuk dalam zona gempa 2. Akan tetapi dalam proyek akhir
ini akan diperhitungkan sebagai zona gempa 4. Sehingga analisis
strukturnya menggunakan metode Sistem Rangka Pemikul
Momen Menengah (SRPMM).
Struktur utama pada gedung (balok,sloof dan kolom) dan
komponen sekunder (pelat dan tangga) menggunakan struktur
beton bertulang. Pada atap menggunakan struktur rangka baja
(rangka kaku) dengan model atap pelana. Struktur bawah (poer
dan sloof) dari bahan beton bertulang. Untuk pondasi
menggunakan tiang pancang. Hasil dari perhitungan ini adalah
bangunan tersebut mampu menahan gaya gempa yang terjadi.
=============================================================================================================
Simple Flats Rent Sidotopo is located at Randu street
Surabaya. Based on the results of Standard Penetration Test
(SPT), it’s known that the building was built on land with soft
conditions, in this calculation, seismic load plan is using
equivalent static analysis methods.
The used regulations is applicable design standards in
Indonesia, SNI 03-1726-2002, SNI 03-1728-2002, SNI 03-2847-
2002, PPIUG, PPBI 1983 and 1971. Surabaya included in the
second zone of earthquake. However in this final project will be
calculated as the fourth zone of earthquake. Therefore the
structure analysis is method bearers Moment Frame Intermediate
System (SRPMM).
The main structure of the building (beams, columns and Sloof)
and secondary components (plates and stairs) using reinforced
concrete structures. The roof using steel frame structure (rigid
frame) with a gable roof models. The bottom structure (poer and
sloof) of reinforced concrete materials. For the foundation is
using piles. The result of this calculation is that the building is
able to withstand the force of the earthquake.
| Item Type: | Thesis (Diploma) |
|---|---|
| Additional Information: | RSS 690.739 Dar p |
| Uncontrolled Keywords: | Bangunan gedung; SRPMM; Statik ekuivalen |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA658 Structural design |
| Divisions: | Faculty of Civil, Environmental, and Geo Engineering > Civil Engineering |
| Depositing User: | - Taufiq Rahmanu |
| Date Deposited: | 11 Jul 2019 04:18 |
| Last Modified: | 11 Jul 2019 04:18 |
| URI: | http://repository.its.ac.id/id/eprint/63871 |
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