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<http://digilib.unila.ac.id/id/eprint/31139> <http://purl.org/ontology/bibo/abstract> "Di Indonesia, pada umumnya jembatan menggunakan system perletakan sederhana\r\natau perletakan multi bentang yang terpisahkan oleh expansion joint. Beberapa masalah\r\ntimbul akibat dari penggunaan expansion joint pada jembatan yaitu seperti korosi yang\r\nterjadi pada girder dan balok pendukung akibat air hujan, biaya perawatan yang tinggi\r\ndan pengurangan umur jembatan.\r\nPada perencanaan ini penggunaan expansion joint pada jembatan digantikan dengan\r\nmenggunakan konstruksi lantai menerus dengan sistem link slab. Perencanaan link slab\r\nyang digunakan menggunakan metode klasik yang diperkenalkan oleh Carner dan Zia\r\ntahun 1998. Perencanaan ini dilakukan pada jembatan pratekan dengan panjang\r\nbentang 2 x 50 m. Pembebanan untuk perencanaan mengacu pada SNI 1725 2016 dan\r\ndimensi balok gelagar menggunakan standar dari WIKA Beton.\r\nDari perencanaan yang dilakukan, diperoleh panjang link slab keseluruhan 7,5508 m\r\ndan panjang zona debonding 5,0508 m. Rotasi yang didapatkan sebesar 0,0058 rad\r\nyang diakibatkan oleh beban truk. Penulangan link slab diperoleh D16-125 mm untuk\r\ntulangan utama dan D12-300 untuk tulangan susut suhu. Diharapkan untuk analisis link\r\nslab selanjutnya dapat menggunakan tipe balok dan panjang bentang yang lebih\r\nbervariasi.\r\nKata kunci : Jembatan prategang, Link slab, Expansion joint"^^<http://www.w3.org/2001/XMLSchema#string> .
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<http://digilib.unila.ac.id/id/document/1829160> <http://eprints.org/relation/isVolatileVersionOf> <http://digilib.unila.ac.id/id/document/1829050> .
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