02324nam a22003257a 4500003000800000005001700008007000300025008004100028020002200069040002300091100002600114245009800140264003400238264001200272300006900284336002100353336002100374337002500395337002300420338002300443338003000466347002400496500005300520502008900573504004000662520118700702610005301889650004501942650001101987MY-KuUP20251125105405.0ta191015t20182018my a|||| |||| 00| 0 eng d  aTHE0008224(Local)  aUMPbengcUMPerda0 aLuqman Umar,eauthor.10aImproving the performance of rc beam with circular opening using hybrid fibres /cLuqman Umar 1aKuantan, Pahang :bUMP,c2018 4a© 2018  axi, 43 pages :bIllustrations (some color) ;c30 cm. +e1 CD-ROM  2rdacontentatext  2rdacontentatext  2rdamediaaunmediated  2rdamediaacomputer  2rdacarrieravolume  2rdacarrieracomputer disc  2rdaatext filebPDF  aFaculty of Civil Engineering and Earth Resources  aProject Paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang – 2018  aIncludes bibliographical references3 aThe research presents the study of overcoming the loss of strength inside RC beams with opening by the use of hybrid fibre. In order to overcome the loss of strength inside the RC beam with opening, mixture of kenaf fibre and steel fibre (hybrid fibre) was added during the concrete mix design. This study includes four beam sample which is three RC beams with circular opening at the centre that were added 1% hybrid fibre and 2% hybrid fibre, while the other two RC beams are mix without hybrid fibre with one of the RC beam includes circular opening to be used as reference control beam. Apart from that, the testing involved are the slump test, cube test, and flexural test. This test was conducted to obtain the exact value of the maximum load that the test sample can withstand. Comparison among the test sample are to be made with all the data collected. The expected outcome of this research is the increase in performance that includes strength and durability in beams with opening that were added hybrid fibre. The result obtained in the end of the experiment showed that Vf=1% and Vf=2% managed to increase the strength and changed the failure mode from bending to shear.20aFaculty of Civil Engineering and Earth Resources 0aDissertationsxUniversities and colleges 0aTheses