Ditemukan 4 dokumen yang sesuai dengan query
Siti Nur Rahmah Anwar
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In this paper, a research of new connection method on the cold-formed steel in civil engineering structures is presented. The study focuses on the axial and flexural performance on cold-formed steel structures. A cold-formed steel with screw, adhesive and combination connections that have been loaded in tension and flexure until rupture. A comparison strength in tensile and flexure between the joint types and screw joint on cold-formed steel were investigated. The use of adhesive as ...
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Depok: Faculty of Engineering, Universitas Indonesia, 2015
UI-IJTECH 6:4 (2015)
Artikel Jurnal Universitas Indonesia Library
Sarah Fatihah Nugroho
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Pemanfaatan baja ringan semakin meningkat sebagai bahan alternatif pengganti kayu untuk struktur atap. Bahan ini memiliki beberapa keunggulan antara lain ringan, anti rayap, dan relatif banyak tersedia dengan harga yang wajar. Namun demikian, bahan konstruksi ini memiliki beberapa keterbatasan dalam hal sifat struktural, seperti tegangan sisa, dan rentan terhadap ketidakstabilan dan kebakaran. Studi eksperimental ini mengeksplorasi perilaku balok baja cold-formed berpenampang sederhana dengan penopang sederhana di mana dua penampang C75 disusun dari depan ke depan ...
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Depok: Fakultas Teknik Universitas Indonesia, 2023
T-pdf
UI - Tesis Membership Universitas Indonesia Library
Ali Awaludin, author
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Cold formed steel has relatively high width-to-thickness ratio elements, which causes it to buckle easily. Combining it with timber laminas would be an effective solution for reducing this buckling problem. This research focuses on the connection system of a cold formed steel-timber composite, which was obtained by attaching several timber laminas to the web part of cold formed steel using screws. The connection used two bolts that were 8 mm in diameter, as well as ...
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Depok: Faculty of Engineering, Universitas Indonesia, 2016
UI-IJTECH 7:6 (2016)
Artikel Jurnal Universitas Indonesia Library
Ali Awaludin, author
"
Cold formed
steel has relatively high width-to-thickness ratio elements, which causes it to
buckle easily. Combining it with timber laminas would be an effective solution
for reducing this buckling problem. This research focuses on the connection
system of a cold formed steel-timber composite, which was obtained
by attaching several timber laminas to the web part of cold formed
steel using screws. The connection used two bolts that were 8 mm in diameter,
as well as two different kinds of side plates: steel ...
"
2016
J-Pdf
Artikel Jurnal Universitas Indonesia Library
