Mazidah, Khoirul (2017) Desain Modifikasi Struktur Hotel Pesonna Pegadaian Surabaya Dengan Sistem Rangka Momen Khusus Dan Beton Pratekan. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Desain awal Hotel Pesonna Pegadaian Surabaya memiliki 10 lantai termasuk lantai atap. Akan tetapi, dalam Tugas Akhir ini, jumlah lantai ditambah menjadi total 20 lantai dengan 2 lantai untuk ruang pertemuan. Desain Hotel Pesonna Pegadaian Surabaya menggunakan beton bertulang untuk strukturnya dan beton prategang pada lantai 17 dan 18 yang digunakan sebagai hall atau ruang pertemuan. Kebutuhan akan ruang yang luas tanpa adanya kolom untuk mendapatkan bentang bebas selebar 13 m membutuhkan penggunaan balok prategang.
Sistem struktur yang digunakan adalah sistem rangka momen khusus dikarenakan KDS bangunan ini yaitu KDS-D. Pembebanan pada desain mengacu pada PPIUG 1983 dan perhitungan gaya gempa dengan metode response spectrum berdasarkan SNI 1726:2012 dan Peta Hazard Gmpa Indonesia 2010. Sedangkan desain struktur bangunan mengacu pada SNI 2847:2013.
Hasil dari desain bangunan ini menunjukkan telah memenuhi semua persyaratan sehingga mampu untuk menahan beban gravitasi dan beban gempa di kota Surabaya.
==================================================================
The
existing
Pesonna Pegadaian Hotel Surabaya
has
10
floors including a roof floor. However
,
in this final
project,
the
number of
floor will be add
ed by
2
more additional
floors
for a
meeting room
to have a total 20 floors
. The
design
of
Pesonna
Pegadaian Hotel Surabaya use
s
reinforced concrete for
its
structure and prestressed concrete on
ly at
17
th
and 18
th
floor
s for
hall or meeting room. The ne
ed
of spacious room without any
column
to provide a
free
span
of
13 m will
require
the use of
prestressed beam
s
.
The
structural system is the special moment frame system
due to the assigned SDC of the building, i.e. SDC
-
D.
T
he load
used in the design complies
PPIUG 1983
and the calculation of
earthquake using
the
response spectrum method
which is in
accordance with
SNI 1726
:
2012 and
the 2012
earthquake hazard
map of Indonesia
.
Whereas
, the c
oncrete structure design refers
to
SNI 2847
:
2013
.
As the result
, the
design of th
e building
show
s
that
it has
complies all the standards so that it is
capable to resist the
both
the gravity and seismic loads in Surabaya city.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | beton bertulang, beton prategang, respons spectrum, sistem rangka momen khusus. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering) T Technology > TA Engineering (General). Civil engineering (General) > TA681 Concrete construction |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | khoirul mazidah |
| Date Deposited: | 02 Feb 2018 07:31 |
| Last Modified: | 08 Mar 2019 02:20 |
| URI: | http://repository.its.ac.id/id/eprint/46769 |
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