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000			02689ntm a2200289 a 4500
001			vtls000098113
003			KUKTEM
005			20251117113326.0
008			161118s2016 my a f abm 000 0 eng d
020			_aTHE0000384(Local)
039		9	_a201905141758 _bnazirah _c201712121425 _dfateeha _y201611181019 _zsaini
040			_aUMP
090			_aFKASA .F37 2016 r Bc.
100	0		_aMuhammad Farhan Soed
245	1	0	_aBehaviour of lightweight beam using EPS beads as partial replacement of aggregates / _cMuhammad Farhan Soed
260			_aKuantan, Pahang : _bUMP, _c2016
300			_axiv, 48 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 – 2016
504			_aBibliography : p. 44
520	3		_aReinforced concrete is compulsory in nowadays building and they contain cement, aggregates, steel then mix with the water. The purpose of this mixture is sometimes different according what to be built. Fresh concrete can built into any shape and they are good in compression but weak in tension. The main objective of this study is to determine compressive strength and the cracking pattern of lightweight concrete to be used as normal beam by using polystyrene beads. The tests has been conducted to find compressive strength and the deflection of the beam. 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 had been prepapred, which two of them are ratio control, ratio and ratio 2 significantly. All six samples of the reinforced beam are concreted at Heavy Structure Laboratory, University Malaysia Pahang (UMP) and compressive strength test also conducted at same laboratory. The result that had been received are likely like the theory means that the ratio control will have the highest load compare the other two ratios. As conclusion, EPS can be used as extenuating agent in concrete. However, from the observation, we can hardly distinguish which of normal beam 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/3953 _zAccess in library only
999			_aVIRTUA40 _c6760 _d6766
999			_aVTLSSORT00800200040009001000245026003000500050205040520061006500650185609992