Hardiyanti, Riska Sari (2022) Evaluasi Struktur Bangunan Gedung Dprd Pemalang Akibat Penambahan Lantai. Other thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Untuk Menunjang efisiensi dalam rangka memenuhi pemanfaatan gedung yang sudah ada, dengan rnelakukan penambahan lantai pada suatu gedung menjadi salah satu solusi sehingga tidak selalu melakukan pembangunan gedung yang baru saja. Pada perencanaan awal, gedung perkantoran DRPD Kabupaten Pemalang ini dibangun setinggi 6 (enam) lantai, namun dalam proses pelaksanaannya dilakukan penambahan 2 (dua) lantai diatasnya yang berfungsi sebagai ruang kerja tambahan dan ruang pertemuan. Sistem struktur gedung ini menggunakan SPRMK (Sistem Rangka Pemikul Momen Khusus). Material struktur yang digunakan pada lantai tambahan direncanakan menggunakan material struktur Beton - Baja komposit, yakni pada kolom menggunakan CFT (Concrete Filled Tubes) menggunakan Profil baja HSS (Hollow Structural Steel) , Balok dengan Profil WF (Wide Flange) dan Pelat lantai komposit menggunakan Floor Deck. Oleh karena itu, dilakukan analisa kapasitas strukturnya agar dapat diketahui kemampuan struktur akibat penambahan beban dan pengaruh gempa, sehingga dapat dilakukan evaluasi terhadap rencana penambahan lantai sebanyak 2 (dua) lantai pada struktur gedung DRPD Kabupaten Pemalang ini. Sehingga kekuatan struktur dapat diketahui apakah sudah memenuhi sesuai dengan fungsi bangunan dan kondisi bebanbeban yang diterapkan pada bangunan Dalam tugas akhir ini, CFRP dipilih sebagai perkuatan struktur karena pelaksanaan nya di lapangan lebih mudah serta tidak perlu membongkar elemen struktur eksisting sehingga dapat mempercepat pengerjaan konstruksinya.
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To support efficiency in order to meet the utilization of existing buildings, by doing the increcement of floors in a building becomes one solution so that it does not always do the construction of the building that has just been. In the existing, the DRPD’s office building of Pemalang Regency was built as high as 6 (six) floors, but in the process of implementation was carried out the addition of 2 (two) floors above it which serves as an additional workspace and meeting room. This building structure system uses SPRMK (Special Moment Musician Frame System). The structural material used on increcement floors is planned using composite structure material. in columns using CFT (Concrete Filled Tubes) using Steel Profile HSS (Hollow Structural Steel), Beams using WF Profile (Wide Flange) and Composite floor plates using FloorDecks. Therefore, an analysis of the capacity of the structure so that it can be known the ability of the structure due to the addition of loads and the influence of earthquakes, so that an evaluation can be done on the plan of increased floors as much as 2 (two) floors in the structure of this Pemalang Regency DRPD building. So that the strength of the structure can be known whether it has fulfilled in accordance with the function of the building and the load conditions applied to the building In this final task, CFRP selected as a strengthening structure because its implementation in the field is easier and does not need to dismantle elements of existing structures so that it can accelerate workmanship construction.
| Item Type: | Thesis (Other) |
|---|---|
| Uncontrolled Keywords: | Penambahan Lantai, Perkantoran, Komposit Beton-Baja, CFRP . Floor increcement, Office, Concrete-Steel Composite |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA658 Structural design T Technology > TA Engineering (General). Civil engineering (General) > TA681 Concrete construction |
| Divisions: | Faculty of Vocational > Civil Infrastructure Engineering (D4) |
| Depositing User: | RISKA SARI HARDIYANTI |
| Date Deposited: | 14 Feb 2022 01:59 |
| Last Modified: | 31 Oct 2022 03:29 |
| URI: | http://repository.its.ac.id/id/eprint/93803 |
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