Lasut, Reinhard Hermawan and Anggraini, Dita Adelia (2015) Modifikasi Struktur Gedung SMA Muhammadiyah 3 Gadung Surabaya Dengan Sistem Rangka Pemikul Momen Menengah. Diploma thesis, Institut Teknology Sepuluh Nopember.
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Abstract
Gedung SMA Muhammadiyah 3 Gadung Surabaya
terletak di kota Surabaya. Gedung ini terdiri dari 4 lantai dengan
panjang 15,5 m dan lebar 14,5 m. Berdasarkan hasil SPT
diketahui bahwa gedung dibangun diatas tanah kondisi sedang.
Dalam modifikasi struktur ini digunakan metode Sistem
Rangka Pemikul Momen Menengah. Dengan penghitungan
gempa sesuai dengan SNI 1726-2012 : Standar Perencanaan
Ketahanan Bangunan Gedung. Dan metode perencanaan gempa
yang dipilih adalah dengan metode static ekivalen dikarenakan
bentuk gedung yang beraturan. Sedangkan perhitungan
pembebanan non-gempa berdasarkan fungsi bangunan sesuai
dengan Peraturan Pembebanan Indonesia Untuk Bangunan
Gedung (PPIUG) 1983. Sedangkan perencanaan struktur beton
dan pondasi digunakan Tata Cara Perhitungan Struktur Beton
untuk Bangunan Gedung yang mengacu pada SNI 03-2847-2002.
Dari perhitungan yang diperoleh, dimensi struktur bagian
atas yaitu balok induk arah X 30/40 cm, arah Y 20/30cm , balok
anak 20/25 cm, pelat lantai dengan ketebalan 12 cm, pelat tangga
ii
dan bordes 15 cm, dan kolom 40/40. Struktur bagian bawah
dengan tiang pancang berdiameter 40 cm dan kedalaman 12 m.
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Building of SMA Muhammadiyah 3 Gadung Surabaya is
located in Surabaya city. Consists of four floor with 15,5 m length
and 14,5 width. Based on the result of SPT test, as known the
building was established on the medium condition land.
In this structure modification, the building is designed in
Intermediate Moment Resisting Frame Method as the earthquake
resistant structural design. And the calculation of earthquake load
is designed in SNI 1726-2012. Method of earthquake calculation
using Static Equivalent Analysist thus the building area is in
regularly form. However, the non-earthquake load calculation
depends on its function that mentioned in PPIUG 1983. And
design of concrete structural design using SNI 03-2847 :2002
The calculating result, upper structure dimension in
earned, those are beams in X direction is 30/40 cm, beams in Y
direction is 20/30cm , joists is 20/25 cm, thickness of floor plate
is 12 cm, stairways and edges is 15 cm. And the bottom structure
using spun pile diameter 40 cm which depth is 12 m.
| Item Type: | Thesis (Diploma) |
|---|---|
| Additional Information: | RSS 690.72 Las m |
| Uncontrolled Keywords: | SRPMM, Statik Ekivalen |
| Subjects: | N Fine Arts > NA Architecture > NA6600 Education buildings |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22401-(D3) Diploma 3 |
| Depositing User: | Mr. Tondo Indra Nyata |
| Date Deposited: | 03 Oct 2019 01:39 |
| Last Modified: | 03 Oct 2019 01:44 |
| URI: | http://repository.its.ac.id/id/eprint/70962 |
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