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https://repositori.uma.ac.id/handle/123456789/27980
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DC Field | Value | Language |
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dc.contributor.advisor | Nurmaidah | - |
dc.contributor.author | Pratama, Aris | - |
dc.date.accessioned | 2025-08-11T03:12:46Z | - |
dc.date.available | 2025-08-11T03:12:46Z | - |
dc.date.issued | 2025-02 | - |
dc.identifier.uri | https://repositori.uma.ac.id/handle/123456789/27980 | - |
dc.description | 55 Halaman | en_US |
dc.description.abstract | Convention Hall Kabupaten Deli Serdang merupakan Gedung atau bangunan dengan kapasitas bisa besar hingga ribuan orang yang difungsikan untuk acara konvensi atau konverensi. Conventuon Hall terletak di Jl. Negara, Petapahan, Kec. Lubuk Pakam, Kabupaten Deli Serdang, Sumatera Utara.Untuk memastikan kegunaan dan keamanan bangunan, Gedung Convention Hall di Kabupaten Deli Serdang perlu dibangun dengan perencanaan struktur yang baik dan efektif. Karena baja bersifat kokoh, ringan, dan mudah dibuat, baja dipilih sebagai material utama untuk bangunan ini. Untuk memastikan struktur yang direncanakan memenuhi kriteria keamanan dan kenyamanan yang diperlukan, penelitian ini bermaksud untuk menggunakan perangkat lunak SAP2000 untuk memeriksa struktur baja gedung Convention Hall. Metode yang digunakan dalam penelitian ini adalah analisis struktur dengan pendekatan elemen hingga (finite element method) yang dilakukan dengan menggunakan software SAP2000. Data yang digunakan mencakup beban-beban permanen, beban hidup, serta beban angin sesuai dengan peraturan yang berlaku di Indonesia, seperti SNI 1727:2020 dan SNI 03-1729-2002. Hasil analisis menunjukkan distribusi tegangan, deformasi, dan faktor keamanan pada komponen struktur baja gedung Convention Hall, serta evaluasi terhadap kekuatan dan stabilitas struktur dalam kondisi beban maksimum. The Deli Serdang Regency Convention Hall is a building or structure with a large capacity of up to thousands of people which is used for conventions or conferences. The Convention Hall is located on Jl. Negara, Petapahan, Lubuk Pakam District, Deli Serdang Regency, North Sumatra. To ensure the usability and safety of the building, the Convention Hall Building in Deli Serdang Regency needs to be built with good and effective structural planning. Because steel is strong, light, and easy to fabricate, steel was chosen as the main material for this building. To ensure that the planned structure meets the required safety and comfort criteria, this study intends to use SAP2000 software to examine the steel structure of the Convention Hall building. The method used in this study is structural analysis with a finite element approach (finite element method) carried out using SAP2000 software. The data used includes permanent loads, live loads, and wind loads in accordance with applicable regulations in Indonesia, such as SNI 1727: 2020 and SNI 03-1729-2002. The analysis results show the distribution of stress, deformation, and safety factors in the steel structure components of the Convention Hall building, as well as an evaluation of the strength and stability of the structure under maximum load conditions. | en_US |
dc.language.iso | id | en_US |
dc.publisher | Universitas Medan Area | en_US |
dc.relation.ispartofseries | NPM;198110133 | - |
dc.subject | analisis struktur | en_US |
dc.subject | baja | en_US |
dc.subject | SAP2000 | en_US |
dc.subject | Convention Hall | en_US |
dc.subject | Deli Serdang | en_US |
dc.subject | perencanaan struktur | en_US |
dc.subject | SNI | en_US |
dc.title | Analisis Struktur Baja Menggunakan Software Sap2000 Pada Proyek Pembangunan Convention Hall Kabupaten Deli Serdang | en_US |
dc.title.alternative | Steel Structure Analysis Using SAP2000 Software in the Convention Hall Construction Project in Deli Serdang Regency | en_US |
dc.type | Thesis | en_US |
Appears in Collections: | SP - Civil Engineering |
Files in This Item:
File | Description | Size | Format | |
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198110133 - Aris Pratama - Chapter IV.pdf Restricted Access | Chapter IV | 733.11 kB | Adobe PDF | View/Open Request a copy |
198110133 - Aris Pratama - Fulltext.pdf | Cover, Abstract, Chapter I, II, III, V, Bibliography | 1.11 MB | Adobe PDF | View/Open |
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