Perencanaan struktur beton bertulang bangunan hotel menggunakan sistem rangka pemikul momen
Abstract: Padang is considered
as earthquake-prone areas. This is proven by the latest powerful quake that
struck in the areas of Padang as happened in 2007, 2009, and 2013. Therefore,
earthquake resistant building need to be planned well in order to avoid life
and materials losses by planning maximum earthquake-resistant structure. The
purpose of this paper is to plan reinforced concrete structure of hotel
buildings in Padang by using bearers moment frame system. The building
structure includes structural slab, beams, columns, sloof and foundations.
Structure calculations were based on SNI 03-2847 -2013, SNI 03-1726 - 2012, PBI
1983 and other structural design supporting literatures. The structure planning
performed by using ETABS application to obtain internal forces that occurs.
From those internal forces, it's obtained reinforcement plate with 10 cm thick,
reinforcement pedestal with 10 cm in diameter, distance 15 cm, and for diameter
of field 10 cm distance 20 cm, 25cm /45 cm beam with three pull reinforcement
with 22 mm in diameters, and two press with 22 mm in diameter. Reinforcement
column 12, 16 in diameter, sloop 35cm / 60cm with reinforcement press 4 with 22
mm in diameter and pull 3 with 22 mm in diameter. pile cap with 60cm thick and
40cm x 40cm piles with 4 reinforcement 16 mm in diameter with 26m depth.
Penulis: Vanzika Anndryan, Yurisman,
Indra Farni
Kode Jurnal: jptsipildd140728
