PERENCANAAN KONSTRUKSI STRUKTUR ATAS SERTA STRUKTUR HELIPAD PADA BANGUNAN RUMAH SAKIT R K CHARITAS PALEMBANG
Abstract: In this thesis, it
is discussing the design construction of super structure and helipad structure
of the building of R K Charitas hospital situated in Jenderal Sudirman street
Palembang. The building which has function as hospital clinic consisting of 8
stories with 39 meters height of building is analyzed with lateral resistant
Special Moment Resisting Frame System, according to seismic design category of
this building which belongs to C category. The calculation refers to valid
standards, namely : SK SNI 03-2847-2002 tentang Tata Cara Perhitungan Struktur
Beton untuk Bangunan Gedung dan SNI 1726-2012 tentang Tata Cara Perencanaan
Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung. And another standard
which is applied in is Pedoman Perencanaan Pembebanan Untuk Rumah dan Gedung
(PPPURG) 1987. With helicopter load on this top building, the analysis is based
on spectrum response dynamic with software called as SAP2000 V14. The analysis
contains of the reinforcement steels of column, balk, slab, and also helipad
which is on this top building and the control in joint displacement deviation
of this building which dues to service limit and ultimate limit. From the
result of analysis of this thesis, it is resulting dimensions and number and
size of the reinforcement steels of super structure which contain of column,
balk, slab, and also helipad structure and maximum joint displacement deviation impacted by
all loads running on the
building of R
K Charitas Hospital Palembang.
Penulis: Winness Sutehno
Kode Jurnal: jptsipildd140255
