02689ntm a2200289 a 4500 vtls000098113 KUKTEM 20251117113326.0 161118s2016 my a f abm 000 0 eng d THE0000384(Local) 201905141758 nazirah 201712121425 fateeha 201611181019 saini UMP FKASA .F37 2016 r Bc. Muhammad Farhan Soed Behaviour of lightweight beam using EPS beads as partial replacement of aggregates / Muhammad Farhan Soed Kuantan, Pahang : UMP, 2016 xiv, 48 p. : ill. (some col.) ; 30 cm. + 1 CD-ROM Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2016 Bibliography : p. 44 Reinforced 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. Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses http://ecollib.ump.edu.my/id/eprint/3953 Access in library only 0 0 0 1 10000 10000 2019-09-04 0 FKASA .F37 2016 r Bc. 0000114991 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 10219 | FKASA .F37 2016 r Bc. 0000114992 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 6760 6766 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992