SAGAP, MACHPUD (2025) EVALUASI STRUKTUR BANGUNAN AKIBAT PENAMBAHAN BEBAN TOWER TELEKOMUNIKASI TIPE MT-18M (STUDI KASUS SITE BDGN-58-DMT3 - RELOC). S1 thesis, Universitas Mercu Buana Jakarta.
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Abstract
With the rapid development of telecommunication towers, providers continue to innovate in terms of efficiency and effectiveness in tower construction. Under these conditions, towers are often built on top of existing buildings due to land availability. With the addition of a telecommunication tower on an existing building beyond the initial design load, it is necessary to evaluate the structural strength of the existing building. This study was conducted by analyzing the existing condition and evaluating the structural performance of the building after the additional load of an MT-18M type telecommunication tower. In this study, the structural analysis of the tower was carried out using the MS Tower V6 software to simplify the modeling process while considering wind loads based on the TIA/EIA-222-G standard. Meanwhile, the modeling and analysis of the base frame and building were performed using the ETABS V9.7.4 software. The purpose of this research is to provide clarity regarding the structural strength factors of the existing building against the additional load of the MT-18M type tower. The results of the analysis and calculations on the existing building with the additional load of the MT-18M type telecommunication tower show that the structural elements of the building are capable of withstanding the added load, with a maximum column ratio of 0.431. Furthermore, the actual reinforcement area in the columns and beams remains greater than the required reinforcement area. Therefore, no strengthening of the structural elements is needed, as the existing building is capable of carrying the additional load. Keyword : MS Tower, Etabs, MT-18, Building Structure Dengan pesatnya perkembangan tower telekomunikasi, membuat para penyedia tower terus berinovasi terhadap efisiensi dan efektivitas dalam pembangunan tower. Dengan kondisi seperti ini, pembangunan tower dibangun diatas sebuah bangunan didasari oleh ketersediaan lahan yang ada. Dengan penambahan tower telekomunikasi diatas bangunan eksisting diluar dari beban rencana, maka harus di lakukan evaluasi kondisi kekuatan bangunan eksisting. Studi penelitian ini dilakukan dengan cara menganalisa eksisting dan mengevaluasi kondisi eksisting bangunan setelah adanya penambahan beban Tower Telekomunikasi tipe MT-18 m. Pada studi ini analisis struktur tower menggunakan program bantu software MS Tower V6 untuk mempermudah proses pemodelan tower dengan memperhitungkan beban angin berdasarkan peraturan (TIA/EIA-222-G). Dan pada pemodelan dan analisis baseframe dan building menggunakan program bantu software ETABS V9.7.4. Tujuan dari studi penulisan ini yaitu adanya kejelasan tentang faktor kekuatan struktur bangunan eksisting terhadap penambahan beban tower tipe MT18M. Hasil analisis dan perhitungan analisis pada bangunan eksisting terhadap penambahan beban tower telekomunikasi tipe MT-18 m, bahwa elemen struktur bangunan mampu menahan beban tambah yang terjadi dengan rasio maksimal pada kolom sebesar 0.431 dan luas tulangan aktual pada kolom dan balok masih lebih besar dari luas tulangan perlu. Dengan ini tidak diperlukannya perkuatan pada elemen struktur bangunan akibat ketidakmampuan bangunan eksisting dalam menahan beban tambah. Kata Kunci: MS Tower, Etabs, MT-18, Struktur Bangunan
| Item Type: | Thesis (S1) |
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| NIM/NIDN Creators: | 41119110171 |
| Uncontrolled Keywords: | MS Tower, Etabs, MT-18, Struktur Bangunan |
| Subjects: | 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil 600 Technology/Teknologi > 690 Buildings/Teknik Bangunan > 690.1-690.9 Standard Subdivisions of Planning, Anaysis, Engineering Design/Subdivisi Standar Dari Perencanaan, Analisa dan Teknik Bangunan > 690.1 Structural Elements/Struktur Bahan Dasar Teknik Bangunan |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | khalimah |
| Date Deposited: | 04 Mar 2026 02:37 |
| Last Modified: | 04 Mar 2026 02:37 |
| URI: | http://repository.mercubuana.ac.id/id/eprint/101324 |
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