01911nam a22003617a 4500 0 0 lcc 0 0 REF 10000 10000 REF 2019-10-24 0 FKASA .N396 2018 r Bc. 0000127077 2019-10-24 00:00:00 2019-10-24 PSM 0 0 lcc 0 1 10000 10000 2019-10-24 0 CD11961 0000127078 2020-07-15 00:00:00 2019-10-24 PSM 90998 91004 MY-KuUP 20251125105414.0 ta 191024t20182018my a|||| |||| 00| 0 eng d THE0008256(Local) UMP eng UMP rda FKASA .N396 2018 r Bc. Nazmin Zulaili, author. Behaviour of reinforced concrete beams with opening added with kenaf fiber / Nazmin Zulaili Kuantan, Pahang : UMP, 2018 © 2018 x, 42 pages : Illustrations (some color) ; 30 cm. + 1 CD-ROM rdacontent text rdacontent text rdamedia unmediated rdamedia computer rdacarrier volume rdacarrier computer disc rda text file PDF Faculty of Civil Engineering and Earth Resources Project Paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang – 2018 Includes bibliographical references This paper presents the findings of an experimental research program that was conducted to improve the structural behaviour of natural fiber reinforced concrete (FRC) beam with opening at end which is made using kenaf fiber. Appropriate mixture proportions and mixing procedures are calculated to produce beam with kenaf volume fractions, Vf of 0%, 1% and 2%. The compressive strength, flexural strength of kenaf fiber reinforced concrete (KFRC) specimens are presented and compared to the behaviour of plain concrete control specimens. The experimental results indicate that the behaviour of KFRC and compression test were both decreasing with increasing volume of fraction. Faculty of Civil Engineering and Earth Resources Dissertations Universities and colleges Theses lcc PSM