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<title><![CDATA[ANALISIS KINERJA JEMBATAN RANGKA BAJA DENGAN MODIFIKASI TIPE WARREN MENJADI WARREN WITH VERTICAL DAN THROUGH BALTIMORE TRUSS]]></title>
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<namePart>MUHAMMAD NAUFAL RIYANDIE/222018035</namePart>
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<note>penelitian ini digunakan data eksisting jembatan rangka baja jalan soekarno hatta malang dengan tipe konfigurasi Warren yang akan dimodifikasi menjadi tipe Warren with Vertical dan Through Baltimore Truss, lalu akan dibandingkan kinerja struktur atas jembatannya menggunakan bantuan software analisis dan pemodelan struktur jembatan. Kinerja struktur atas yang ditinjau pada penilitian ini dilihat dari aspek keamanan (perbandingan nilai rasio tegangan), aspek kenyamanan (perbandingan nilai lendutan), berat jembatan, dan aspek sambungan yang paling efektif digunakan (perbandingan perhitungan staggered
fastener). Hasil penelitian dari perbandingan ketiga tipe konfigurasi menunjukan bahwa tipe eksisting dengan konfigurasi Warren adalah jembatan yang paling optimal dari aspek keamanan dan dari segi berat jembatan serta dari pemeriksaan kapasitas penampang tipe konfigurasi Warren sudah memenuhi syarat kekuatan yaitu rasio < 1, sedangkan aspek sambungan yang paling efektif adalah sambungan variasi 1 dengan potongan a-b-c-d-e kerena memiliki nilai penampang netto terkecil serta luas penampang pelat buhul yang lebih kecil.</note>
<subject authority=""><topic><![CDATA[Rasio Tegangan, Lendutan, Berat Jembatan, Staggere]]></topic></subject>
<subject authority=""><topic><![CDATA[Jembatan Rangka Baja, Modifikasi Konfigurasi Jemba]]></topic></subject>
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