HIDAYAT, AMRI (2020) PERENCANAAN ATAP BAJA BENTANG 40 m MENGGUNAKAN SISTEM TAPERED-BEAM PADA PROYEK DI JAKARTA PUSAT. S1 thesis, Universitas Mercu Buana Jakarta.
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Abstract
With the rapid pace of development in Indonesia, the role of steel as a construction material is very large. In designing the structure of a building must fulfill three important things, namely strength, aesthetics and economy. Construction using the Wide Flange profile is a form that is often encountered in the construction of steel construction. This redesign is based on the use of ballroom buildings that require column-free space with a long span. The relationship with long-span building structures is the selection of the structural system used, the use of the Tapered Beam system in long-span buildings is suitable for application. This design process is carried out by analyzing manuwal calculations or preliminary designs then checked with the help of SAP2000 v.17 software, with reference to SNI-03- 2847-2013 procedures for calculating concrete structures for buildings, SNI03-1727- 2013 minimum load for building design building, SNI-03-1729- 2015 procedures for designing steel structures for buildings, SNI-03-1726-2012 procedures for earthquake resistance planning for buildings. Keywords: ballroom, Tapered Beam system structure, SAP2000, IWF steel profiles Seiring pesatnya laju pembangunan di Indonesia peranan baja sebagai bahan konstruksi sangatlah besar. Dalam mendesain struktur suatu bangunan harus memenuhi tiga hal penting yaitu kekuatan,estetika dan ekonomis. Konstruksi dengan menggunakan bentuk profil Wide Flange adalah bentuk yang sering di jumpai dalam pembangunan konstruksi baja. Perancangan ulang ini didasarkan mengenai pemanfaatan bangunan ballroom yang membutuhkan ruangan bebas kolom dengan bentang panjang. Hubungan dengan struktur bangunan bentang panjang yaitu pemilihan sistem struktur yang dipakai, pemakaian sistem Tapered Beam pada bangunan bentang panjang cocok untuk diaplikasikan. Proses desain ini dilakukan dengan analisis hitung manuwal atau preliminary desain kemudian dicek denagn bantuan software SAP2000 v.17, dengan mengacu pada SNI-03- 2847-2013 tata cara perhitungan strukur beton untuk bangunan gedung, SNI03-1727- 2013 beban minimum untuk perancangan bangunan gedung, SNI-03-1729- 2015 tata cara perancangan struktur baja untuk bangunan gedung, SNI-03-1726-2012 tata cara perencanaan ketahanan gempa untuk bangunan gedung. Kata kunci : ballroom, struktur sistem Tapered Beam, SAP2000, profil baja IWF
| Item Type: | Thesis (S1) |
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| Call Number CD: | FT/SIP. 20 196 |
| Call Number: | ST/11/21/088 |
| NIM/NIDN Creators: | 41118110072 |
| Uncontrolled Keywords: | ballroom, struktur sistem Tapered Beam, SAP2000, profil baja IWF |
| Subjects: | 300 Social Science/Ilmu-ilmu Sosial > 300. Social Science/Ilmu-ilmu Sosial > 307 Communities/Komunitas > 307.1 Planning and Development/Perencanaan dan Pengembangan 600 Technology/Teknologi > 690 Buildings/Teknik Bangunan > 691 Building Material/Material Bangunan > 691.7 Ferrous Metals/Bahan Bangunan dari Logam Besi dan Baja 600 Technology/Teknologi > 690 Buildings/Teknik Bangunan > 695 Roof Covering/Konstruksi Pemasangan Atap 700 Arts/Seni, Seni Rupa, Kesenian > 720 Architecture/Arsitektur > 721 Architectural Structure/Struktur Arsitektur > 721.5 Roof Structures/Struktur Atap |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | Rifky |
| Date Deposited: | 29 Dec 2022 03:05 |
| Last Modified: | 04 May 2023 08:08 |
| URI: | http://repository.mercubuana.ac.id/id/eprint/52937 |
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