Cintya, Hanifatus (2024) Analisa Sambungan Balok Kolom (Joint) Menggunakan Beton Pracetak Pada Gedung Parkir Rumah Sakit Bhayangkara. Skripsi thesis, Universitas Kadiri.
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Abstract
The construction industry, encompassing infrastructure and building development, plays a crucial role in economic growth and the well-being of society. With the passage of time, the construction sector in Indonesia has experienced annual growth of approximately 6-7%. Technological breakthroughs, such as the use of precast concrete and steel, have become trends supporting time, energy efficiency, and environmental preservation. Precast concrete minimizes the risk of mixing errors, producing uniform structural elements. This advantage enhances construction time efficiency since precast element production can occur simultaneously with on-site construction work. However, the comprehensive consideration of the behavior of precast concrete joints in building structures is essential. This study aims to analyze the behavior of precast concrete joints to enhance understanding of the effectiveness of precast concrete usage in building structures. The numerical method, utilizing Etabs v.18 software, was employed. The research findings demonstrate the safe performance of the composite relationship between beams and columns under various loads such as live loads, slabs, and roofing, both at the center and edges of the structure. This is evident in the moment capacity analysis, showing a value of 5657.25 kN, exceeding the ultimate moment of 2606.52 kN, confirming the safety of the calculations. Keywords: Steel, Precast Concrete, Joint, Connection
| Item Type: | Thesis (Skripsi) |
|---|---|
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Fakultas Teknik > Prodi Teknik Sipil S1 |
| Depositing User: | Unnamed user with email rio.mahardiko@gmail.com |
| Date Deposited: | 24 Feb 2026 02:33 |
| Last Modified: | 24 Feb 2026 02:33 |
| URI: | http://repository.unik-kediri.ac.id/id/eprint/1023 |
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