Yuliana, Yhona (2017) Modifikasi Perencanaan Struktur Gedung Tower C Apartemen Aspen Admiralty Jakarta Selatan Dengan Menggunakan Baja – Beton Komposit. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Gedung Tower C Apartemen Aspen Admiralty Jakarta Selatan terdiri dari 23 lantai dan 2 basement yang pada awalnya didesain dengan menggunakan struktur beton bertulang. Perencanaan sebelumnya didesain dengan ukuran kolom dan balok yang relatif besar, sehingga menambah berat sendiri dan akan membebani pondasi. Dengan alasan tersebut, perlu diupayakan perampingan konstruksi strukturnya yaitu dengan memodifikasi struktur bangunan tersebut dengan menggunakan struktur beton komposit.
Untuk penyelesaiannya akan dilakukan perancangan dimensi struktur komposit dan kemudian dilakukan analisa struktur dengan menggunakan program SAP2000 untuk mendapatkan dimensi struktur yang optimal.
Tujuan dari Tugas akhir ini adalah menghasilkan perencanaan struktur gedung komposit baja-beton yang rasional dengan memenuhi persyaratan keamanan struktur berdasarkan SNI 2847:2013, SNI 1729:2015, SNI 1726:2012, dan PPIUG 1983. Dari analisa dan hasil perhitungan diperoleh hasil, yaitu tebal plat bondeks 10 cm, dimensi balok induk WF 450x30x11x18, dimensi kolom lantai 1-5 K 588x300x12x20, dimensi kolom 6-15 K 500x200x10x16, dimensi kolom lantai 8-23 K 400x200x8x13. Perencanaan pondasi menggunakan tiang pancang beton pracetak diameter 60 cm dengan kedalaman 30 m.
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Aspen Admiralty Apartment South Jakarta’s Tower C building structure is an office that consists of 23 and 2 basement floor which was originally designed using reinforced concrete structures. Advance planning is designed with the size of the columns and beams are relatively large, thereby increasing its own weight and will weigh on the foundation. For these reasons, it is necessary to do streamlining construction by modifying the structure of the building structures using composite concrete structures.
For completion would be the designing dimensions of the composite structure and then analyzed using SAP2000 program structure to obtain the optimal dimensions of the structure.
The purpose of this final project is to produce structural design of steel-concrete composite rational to meet security requirements based on the structure of SNI 2847:2013, SNI 1729:2015, SNI 1726:2012, and PPIUG 1983. Based on the analysis and the result of measurement, the researcher found that the thickness of bondeks plate is 10 cm, the apartemen main beam dimension WF 450x300x11x18, column dimension of the 1st-5th the floor composite King Cross (K) 588x300x12x20, the 6th-15th floor K 500x200x10x16, the 15th-23th floor K 400x200x8x13. The foundation to use planed use pile of precast concrete with 60 cm diameter and 30 m depth.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | Steel-Concrete, Composite, Apartement |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA418.9 Composite materials. Laminated materials. T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering) |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | Yhona Yuliana |
| Date Deposited: | 06 Oct 2017 08:48 |
| Last Modified: | 08 Mar 2019 04:15 |
| URI: | http://repository.its.ac.id/id/eprint/45643 |
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