Abstract
Like other structures, floor slabs also develop over time. The shorter time demands of work with lower costs are one reason for the development of structures in the construction of houses. Floor plate work can be done with two methods The conventional floor tiles of many multilevel buildings use reinforcement to bear the positive moment. While for carrying positive reinforcement, other materials can be used, namely Steel Deck Slab which will cause a composite action on the plate. The research has been conducted on the design of composite steel decks in Indonesia. The purpose of this study was to find out and compare the Capacity Efficiency of the conventional plate design and the composite Composite Steel Deck Slab with variations in plate thickness 8, 10 and 12 cm and compare the nominal moment of the cross section. By comparing these two types of plates the design engineer can determine the optimal dimensions.
Highlights
ABSTRAK Seperti struktur lainnya, pelat lantai juga mengalami perkembangan dari waktu ke waktu
floor slabs also develop over time
Floor plate work can be done with two methods the conventional floor tiles of many multilevel buildings use reinforcement to bear the positive moment
Summary
Keekonomisan merupakan hal yang selalu ingin dicapai semaksimal mungkin. Struktur yang memikul momen pada umumnya adalah kolom, balok dan pelat lantai. Sementara untuk memikul tulangan positif tersebut dapat digunakan bahan lain yaitu Slab Steel deck yang akan menimbulkan aksi komposit pada pelat tersebut. Berdasarkan beberapa hal yang melatar belakangi usulan penelitian ini, tujuan utama yang dapat dicapai adalah Mengetahui dan membandingkan Efisiensi Kapasitas Desain pelat konvensional dan Slab Steel Deck Komposit yang optimal dengan variasi tebal pelat 8, 10 dan 12 cm serta membandingkan Kekuatan Momen Nominal Pelat konvensional dan Slab Steel Deck Komposit. Jenis penelitian merupakan Tinjauan desain system Pelat Beton dan Pelat Komposit pada proyek Gedung Kantor Otoritas Bandara Udara Wilayah V Makassar. Dalam Penelitian ini akan Didesain Kapasitas Penampang Pelat Beton Konvensional dan Slab Steel deck Komposit kemudian dibandingkan momen nominalnya. Untuk mempermudah penyajian data hasil Analisa maka dilakukan labeling model pelat seperti pada tabel 1
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