Efendi, M. Rizal (2017) Modifikasi Perancangan Struktur Gedung Hotel Alimar Surabaya Menggunakan Metode Sistem Rangka Pemikul Momen Khusus (SRPMK). Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Gedung Hotel Alimar terletak di kota Surabaya dengan luas bangunan sebesar 630m2 yang memiliki lantai semi basement pada lantai bawah dan 6 lantai dengan fungsi sebagai hotel. Dalam tugas akhir terapan ini gedung hotel dimodifikasi menjadi 8 lantai. Berdasarkan hasil Standart Penetration Test (STP) didapatkan bahwa gedung dibangun diatas tanah lunak (Kelas situs SE).
Perhitungan struktur menggunakan metode sistem rangka pemikul momen khusus yang mengacu pada SNI 1726:2012 Tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan non gedung. Perencanaan beban akibat gempa menggunakan spectrum respons desain. Pembebanan non-gempa mengacu pada SNI 1727:2013 Beban minimum untuk perencanaan bangunan gedung dan struktur lain. Struktur sekunder berupa pelat dan tangga yang dipikul struktur primer yaitu balok dan kolom. Struktur bawah terdiri dari sloof dan pile cap, dengan pondasi tiang pancang. Keseluruhan struktur adalah beton bertulang, dengan mengacu pada SNI 2847:2013 Tata cara perhitungan struktur beton untuk bangunan gedung.
Hasil dari perhitungan ini adalah berupa gambar teknik, terdiri dari gambar arsitektur, gambar denah struktur, dan gambar detail penulangan.
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Alimar Hotel Building is located in Surabaya city with
building area of 630m2 which has semi basement floor on bottom
floor and 6 floor with function as hotel. In this final assignment the
hotel building is modified to 8 floors. Based on the results of
Standart Penetration Test (STP) found that the building is built on
soft ground (Class SE site).
The calculation of the
structure using method of Special
Moment Resisting Frame System that refers to the SNI 1726: 2012
Procedures for earthquake resistance planning for building
structures and non
-
building. Planning of the load due to
earthquake using spectrum response design.
Non
-
earthquake
loading refers to SNI 1727: 2013 Minimum load for the planning
of buildings and other structures. Secondary structure of the plate
and ladder bears the primary structure of beams and columns. The
lower structure consists of sloof and pile c
ap, with pile foundation.
The entire structure is reinforced concrete, with reference to SNI
2847: 2013 Procedures for calculating concrete structures for
buildings.The results of this calculation is a technical drawing,
consisting of architectural drawi
ngs, structural layout drawings,
and detailed reinforcement drawings
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | Bangunan gedung, Sistem rangka pemikul khusus, Spektrum respons desain |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering) T Technology > TA Engineering (General). Civil engineering (General) > TA681 Concrete construction T Technology > TH Building construction |
| Divisions: | Faculty of Vocational > Civil Infrastructure Engineering (D3) |
| Depositing User: | M. Rizal Rizal Efendi |
| Date Deposited: | 31 Jan 2018 07:56 |
| Last Modified: | 08 Mar 2019 04:11 |
| URI: | http://repository.its.ac.id/id/eprint/45734 |
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