Perencanaan Ulang Struktur Gedung SD Muhammadiyah 26 Surabaya Dengan Metode Struktur Rangka Pemikul Momen Menengah

Kharisma, Jimmy and Yordana, Sulton Wahyu (2009) Perencanaan Ulang Struktur Gedung SD Muhammadiyah 26 Surabaya Dengan Metode Struktur Rangka Pemikul Momen Menengah. Diploma thesis, Institut Teknologi Sepuluh Nopember Surabaya.

Text 3106030041_3106030040-Undergraduate_Thesis.pdf - Accepted Version Download (38MB)

Abstract

Gedung SD Muhammadiyah 26 terletak di jalan KH.Ahmad Dahlan II , Surabaya dengan kondisi tanah sedang. Dalam analisis perhitungannya digunakan frame 3 dimensi. Untuk perhitungan beban gempa rencana menggunakan metode analisis respons statik ekuivalen. Peraturan yang digunakan yaitu standar desain yang berlaku di Indonesia. Kota Surabaya termasuk dalam zona gempa 2, akan tetapi dalam Proyek Akhir ini akan diperhitungkan sebagai zona gempa 3. Sehingga analisis strukturnya menggunakan metode Sistem Rangka Pemikul Momen Menengah (SRPMM). Struktur utama pada gedung (balok ,sloof kolom, dan pondasi) dan komponen sekundernya (pelat dan tangga) menggunakan struktur beton bertulang. Pada atap menggunakan struktur rangka baja ringan atau galvalum (rangka batang) dengan model atap pelana. Struktur bawah, poer dan sloof dari bahan beton bertulang. Untuk pondasi menggunakan tiang pancang
====================================================================================================================================
The SD Muhammadiyah 26 building is located on Jalan KH.Ahmad Dahlan II, Surabaya with medium soil conditions. In the calculation analysis, a 3-dimensional frame is used. To calculate the planned earthquake load using the equivalent static response analysis method. The regulations used are design standards that apply in Indonesia. The city of Surabaya is included in earthquake zone 2, but in this Final Project it will be calculated as earthquake zone 3. So the structural analysis uses the Medium Moment Resisting Frame System (SRPMM) method. The main structure of the building (beams, column slopes and foundations) and the secondary components (slabs and stairs) use a reinforced concrete structure. The roof uses a light steel or galvalume frame structure (bar frame) with a gable roof model. The bottom structure, roof and sloof are made of reinforced concrete. For the foundation, use piles

Item Type:	Thesis (Diploma)
Additional Information:	RSS 690.71 Kha p-1 2009
Uncontrolled Keywords:	frame 3 dimensi, respons statik ekuivalen, SRPMM; 3D frame dimension, static ekuivalen response, Intermediate Moment Resisting Frame System
Subjects:	T Technology > TH Building construction > TH1461 Concrete construction.
Divisions:	Faculty of Civil Engineering and Planning > Civil Engineering > 22401-(D3) Diploma 3
Depositing User:	EKO BUDI RAHARJO
Date Deposited:	22 Nov 2023 01:32
Last Modified:	22 Nov 2023 01:35
URI:	http://repository.its.ac.id/id/eprint/105187

Actions (login required)

View Item