@thesis{thesis,
		author={Manurung  Satrya Dwi Putra and Yuhanah  Tri},
		title ={ANALISIS PERBANDINGAN METODE HALF-SLAB DAN PLAT KOMPOSIT BONDEK TERHADAP PLAT KONVENSIONAL PADA PROYEK PEMBANGUNAN TRAINING FACILITY
GELORA BUNG KARNO},
		year={2017},
		url={http://156.67.221.169/75/},
		abstract={In this final project, an analysis of the comparison of half-slab method and composite plate bondek to conventional plate in Gelora Bung Karno training facility development project. In this analysis discusses how distance and the required reinforcement diameter, shear and deflection and cost of the three floor plates. The choice of floor plate installation method itself is a way to accelerate and minimize the cost of making floor plate, such as with half-slab method and composite bonding plate method.
This analysis begins with the collection of necessary technical data such as plate dimensions, material quality and plate thickness. Then proceed with background explanation, formulation of objective analysis, discussion and fundamentals of structural planning and loading refers to the regulations of SNI 2847: 2013 and SNI 1727: 2013. The next step is the loading analysis that occurs such as: own weight analysis, dead load and load life. Next do structural analysis using computer program. Then from the analysis result can be calculated distance and diameter of reinforcement needed, sliding analysis and plate deflection happened and cost required. The end of this analysis obtained the reinforcement of conventional plates installed in the field that is D10-200 and pedestal D10-170. As for the bonded plate that uses bondek with a thickness of 0.7 mm and wiremesh M9-150. The half-slab plates use the D10-70 field reinforcement and the D10-150 pedestal. As for the analysis of shear and lendutannya calculations obtained meet the requirements of sliding and deflection permits.}
		}