Perencanaan Struktur Gedung Bertingkat Rumah Susun Sederhana Sewa (Rusunawa) Bandarejo Dengan Metode Sistem Rangka Pemikul Momen Menengah Menggunakan Balok Dan Pelat Precast

Rahastuti, Aliefia Dhani Rachma and Ramadhani, Safira (2015) Perencanaan Struktur Gedung Bertingkat Rumah Susun Sederhana Sewa (Rusunawa) Bandarejo Dengan Metode Sistem Rangka Pemikul Momen Menengah Menggunakan Balok Dan Pelat Precast. Diploma thesis, Institut Technology Sepuluh Nopember.

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Abstract

Rumah Susun Sederhana Sewa Bandarejo Surabaya berada di Jalan Bandarejo, Sememi, Surabaya. Berdasarkan hasil Standart Penetration Test (SPT), diketahui bahwa gedung dibangun di atas tanah dengan kondisi sedang. Dalam perhitungan beban gempa rencana menggunakan metode respons spektrum. Peraturan yang digunakan adalah standart desain yang berlaku di Indonesia yaitu SNI 03-1726-2012, SNI 03-1729-2002, SNI 03-2847-2013, PPIUG 1983, dan PKKI NI-5. Berdasarkan perhitungan gempa, Rusunawa Bandarejo termasuk dalam kategori desain seismik C sehingga analisa 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 beton ii bertulang. Struktur bawah (poer dan sloof) dari bahan beton bertulang, serta menggunakan tiang pancang untuk pondasinya. Untuk balok dan pelat pada daerah hunian menggunakan metode precast. Hasil dari bangunan tersebut mampu menahan gaya-gaya yang terjadi pada bangunan antara lain gaya-gaya yang terjadi akibat beban mati, beban hidup, beban angin, dan beban gempa. ======================================================================================================= Bandarejo Casual Flats takes place in Bandarejo Street, Sememi, Surabaya. According to the result of Standard Penetration Test, it is known that the building is constructed on the ground with moderate condition. In the calculation of earthquake loads is planned using spectrum responses. The regulations used is applicable design standard in Indonesia which are SNI 03-1726-2012, SNI 03-1729-2002, SNI 03-2847-2013, PPIUG 1983 and PBBI 1971. Based on the earthquake calculation, Bandarejo Casual Flats included in seismic design category C, so that the analysis structure uses Intermediate Moment Frame System Bearer method (SRPMM). ii The main structure of the building (girder, sloof and column) and the secondary component (plate and staircase) use reinforced concrete structure. On the roof uses reinforced concrete structure too. The structure in the bottom (poer and sloof) is made of reinforced concrete, and also use piling as the foundation. For the girder and the plate in the residential area is used precast method. The result of the building itself is able to withstand the forces that occur in the building, such as the forces caused by dead loads, live loads, wind loads and seismic loads.

Item Type: Thesis (Diploma)
Additional Information: RSS 690.739 Rah p
Uncontrolled Keywords: SRPMM (Sistem Rangka Pemikul Momen Menengah) dan Beton Precas
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA683 Precast concrete construction. Prestressed concrete construction.
Divisions: Faculty of Civil Engineering and Planning > Civil Engineering > 22401-(D3) Diploma 3
Depositing User: Mr. Tondo Indra Nyata
Date Deposited: 26 Apr 2019 03:28
Last Modified: 26 Apr 2019 04:21
URI: http://repository.its.ac.id/id/eprint/62858

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