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<title><![CDATA[KAJIAN PERBANDINGAN RESPONS STRUKTUR PADA GEDUNG MENGGUNAKAN BALOK KASTELA DAN BALOK WF]]></title>
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<namePart>0410119003 - Nessa Valiantine Diredja., S.T., M.T.</namePart>
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<namePart>IBNU ADHITOMO / 222017127</namePart>
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<note>Balok kastela memiliki banyak keuntungan dalam hal perancangan dan konstruksi. Profil kastela memiliki modulus penampang dan momen inersia pada sumbu kuat yang besar. Penelitian ini mengkaji Respon Struktur dari 3 model struktur gedung 8 lantai berupa struktur beton bertulang yang sudah dibangun, baja IWF, dan baja kastela. Analisis yang dilakukan meliputi kapasitas penampang, berat struktur, dan simpangan antar lantai. Acuan pembebanan model struktur Gedung dan analisa simpangan antar lantai adalah kepada SNI 1727:2013 dan SNI 1726:2019. Analisis kapasitas penampang Baja Kastela berdasarkan AISC Castellated and Celluar Beam Design 2016. Berdasarkan perbandingan hasil analisis, pada tinggi profil yang sama struktur baja kastela memiliki rasio lebih kecil dari baja IWF sehingga dapat menahan beban lebih besar. Berat struktur WF lebih berat dari baja kastela. Model struktur IWF memiliki simpangan antar lantai lebih besar daripada struktur kastela.
Kata kunci: baja kastela, struktur gedung, berat struktur, kapasitas penampang, simpangan antar lantai</note>
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