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<title><![CDATA[KAJIAN GEOMETRI STABILITAS APUNG PELAT BETON APUNG (FLOATING CONCRETE)]]></title>
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<namePart>0415128905 - Erma Desmaliana, S.T.,M.T</namePart>
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<namePart>Imas Anggi Meylani/222018263</namePart>
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<note>Indonesia adalah negara maritim yang sering terjadi banjir, terlebih lagi banjir dapat merusak sarana dan prasarana. Salah satu alternatif yang dapat digunakan untuk mengatasi kerusakan sarana adalah dengan menggunakan pelat beton apung (floating concrete) struktur sandwich. Pelat dimodelkan diatas fondasi elastis menggunakan aplikasi Ansys dengan elastic support sebesar 10 kN/m3 dan beban P sebesar 2.500 N. Peletakkan beban dimodelkan pada bagian ujung pelat untuk menghasilkan deformasi maksimum. Penelitian ini bertujuan untuk mengetahui seberapa besar pengaruh bentuk pelat beton apung (floating concrete) terhadap keseimbangan apung dan seberapa besar nilai deformasinya akibat dibebani. Dimensi pelat adalah 3x4 meter dengan bentuk penopang segitiga,trapesium dan lengkung. Berdasarkan perhitungan; bentuk pelat dengan penopang segitiga 300 dua arah menghasilkan nilai deformasi terkecil yaitu 0,19405 meter terhadap titik deformasi minimum, volume pelat sebesar 9,3282 m3 serta deviasi draft 0,1912 m.</note>
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