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003			KUKTEM
005			20251117113259.0
008			151120t2015 my da f abm 000 0 eng d
020			_aTHE0000639(Local)
039		9	_a201905161126 _bnazirah _c201711301155 _dfateeha _y201511201155 _zasma
040			_aUMP
090			_aFKASA .N877 2015 r Bc.
100	0		_aNurshamiera Muhamad Fudzi
245	1	0	_aDesign of lightweight concrete arch tiles as permanent formwork for upper floor slab by using polystyrene beads / _cNurshamiera Muhamad Fudzi
260			_aKuantan, Pahang : _bUMP, _c2015
300			_axiii, 54 p. : _bill. (some col.) ; _c30 cm. + _e1 CD ROM
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015
504			_aBibliography : p. 47-49
520	3		_aNowadays in Malaysia, many contractors and developers are still struggling to catch up with the current pace of development, especially in meeting country's demand, as conventional construction methods still work. Although traditional practice, this conventional method has several disadvantages such as high labor and material costs, and especially, a tendency not to change production of construction waste. Therefore, to overcome these weaknesses, permanent formwork using lightweight concrete is chosen as an alternative solution. In short, the new technology existence in construction to overcome this problem is permanent formwork using lightweight concrete which is more useful than conventional methods in terms of effectiveness of the functions, lighter, safety features and productivity. The main objective of this study is to determine the density and compressive strength of lightweight concrete to be used as arch slab by using polystyrene beads. The tests will be conducted is to find compressive strength and the displacement of the arch slab. All the procedures are prepared accordingly, to assure the research objectives are applicable, and to secure proper sequence and smooth running of the entire flow, from start until end. Six samples will provided, which three of them are 50mm and the rest is 75mm. All six samples of the slab tile are concreted at Heavy Structure Laboratory, Universiti Malaysia Pahang (UMP) and compressive strength test also conducted at same laboratory. Meanwhile the flexural test is conducted at Tensile Laboratory. From the theoretically calculation of arch tile of 50mm arch rise have highest horizontal and vertical force compared than arch rise 75mm with difference average load 1.267kN. While displacement of arch rise 50mm have highest displacement compared than arch tile of 75mm with difference displacement 0.463mm because of its geometry. Meanwhile, the density of fresh concrete with and without EPS also has difference about 68 kg/m3. As conclusion, EPS can be used as extenuating agent in concrete. However, from the observation, we can hardly distinguish which of this arch tile is stronger. Besides that, the development of the graph pattern for each sample is not consistent, thus explains the indifferences of the load bearing capacity
610	2	0	_aFaculty of Civil Engineering and Earth Resources _xDissertations
650		0	_aUniversities and Colleges _xDissertations
650		0	_aTheses
856	4	0	_uhttp://ecollib.ump.edu.my/id/eprint/25245 _zAccess in library only
999			_aVIRTUA40 _c6021 _d6027
999			_aVTLSSORT00800200040009001000245026003000500050205040520061006500650185609992