UPT. PERPUSTAKAAN
Institut Teknologi Sepuluh Nopember Surabaya
Kampus ITS Sukolilo - Surabaya 60111
Phone
:
031-5921733 , 5923623
Fax
:
031-5937774
E-mail
:
libits@its.ac.id
Website
:
http://library.its.ac.id
Support (Customer Service) :
timit_perpus@its.ac.id
Welcome..guys!
Have a problem with your access?
Please, contact our technical support below:
LIVE SUPPORT
Davi Wahyuni
Tondo Indra Nyata
Anis Wulandari
Ansi Aflacha
ITS » Paper and Presentation » TEKNIK SIPIL - D3 Posted by tondoindra@gmail.com at 18/02/2016 10:15:44 • 1846 Views
PERENCANAAN RAMP SPIRAL PADA GEDUNG PARKIR BERTINGKAT
Author : TAUFIQ, UMAR NUR ( 3111030099 ) SANTOSO, YUDI ARIF
ABSTRAK
Ramp Spiral dengan luas bangunan sebesar 7065 m2 yang berada
dalam wilyah zona gempa 2. Berdasarkan hasil Tes Sondir diketahui
bahwa gedung dibangun diatas tanah dengan kondisi Keras.
Perhitungan struktur menggunakan nmetode sistem rangka pemikul
momen menengah yang mengacu pada SNI 1726 2012 Standar
Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung.
Karena bangunan masuk dalam kategori bangunan tidak beraturan
maka perencanaan beban akibat gempa menggunakan metode
analisis respon dinamik. Sedangkan pembebanan non gempa dapat
disesuaikan dengan Peraturan Pembebanan Indonesia untuk
Bangunan Gedung PPIUG 1983.
Struktur sekunder berupa pelat yang dipikul struktur primer yaitu
balok dan kolom. Struktur bawah terdiri dari sloof dan pie capdengan
pondasi tiang pancang. Bahan utama penyusun struktur adalah beton
bertulang dengan mengacu pada SNI 03 2847 2002 Tata Cara
perhitungan Strjtur Beton Untuk Bangunan Gedung.
Hasil dari perencanaan ulang ini adalah berupa gambar teknik
terdiri dari gambar arsitektur gambar denah struktur dan gambar
detail penulangan.
ABSTRACT
Ramp Spiral of building parking whose side arround 7065 meter
square in Surabaya whom existing on erthquake zone number two.
Sondir Test result known that it build at soft soil condition.
The Structure Calculation using Intermediate Moment Resisting
Frame System Method and threat on Standar Nasional Indonesia
SNI 1726 2012 Standarization of Earthquake Resisting Design
for Building Structure. Because of it is an unregularly building
thus the earthquake load design use Response Dynamic Analysis.
However non earthquake load design is adapted from Indonesia
Load Custom for Building Structure on 1983.
The secondary structure like plate whom carried by the primary
Structure such us Beam and Column. The bottom structure is
Sloof and Pile cap and pole pillar as the fondation. The primary
structure content is concrete with rebar whom threat on Standart
Nasional Indonesia SNI 03 2847 2002 The Manner
and customs of Structure Consideration for building
Final result of redesign is like technical drawing such us
architecture drawing Structure Map Drawing and Structure with
Rebar Detailling Drawing.
Keywords:
RAMP spiral , Sistem rangka pemikul
momen menengah.
Subject
: Gedung parkir
Contributor
Ir. Ibnu Rahardjo, MS
Ir. Chomaedhi CES, Geo
Date Create
: 18/02/2016
Type
: Text
Format
: PDF
Language
: Indonesian
Identifier
: ITS-paper-31121150008435
Collection ID
: 31121150008435
Call Number
: RSS 690.538 Tau p
Source Paper And Presentation Of Civil Engineering RSS 690.538 Tau p, 2016
Coverage ITS Community
Rights Copyright @2016 by ITS Library. This publication is protected by copyright and per obtained from the ITS Library prior to any prohibited reproduction, storage in a re transmission in any form or by any means, electronic, mechanical, photocopying, reco For information regarding permission(s), write to ITS Library
