000			01911nam a22003617a 4500
999			_c90998 _d91004
003			MY-KuUP
005			20251125105414.0
007			ta
008			191024t20182018my a|||| |||| 00| 0 eng d
020			_aTHE0008256(Local)
040			_aUMP _beng _cUMP _erda
090			_aFKASA .N396 2018 r Bc.
100	0		_aNazmin Zulaili, _eauthor.
245	1	0	_aBehaviour of reinforced concrete beams with opening added with kenaf fiber / _cNazmin Zulaili
264		1	_aKuantan, Pahang : _bUMP, _c2018
264		4	_a© 2018
300			_ax, 42 pages : _bIllustrations (some color) ; _c30 cm. + _e1 CD-ROM
336			_2rdacontent _atext
336			_2rdacontent _atext
337			_2rdamedia _aunmediated
337			_2rdamedia _acomputer
338			_2rdacarrier _avolume
338			_2rdacarrier _acomputer disc
347			_2rda _atext file _bPDF
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang – 2018
504			_aIncludes bibliographical references
520	3		_aThis 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.
610	2	0	_aFaculty of Civil Engineering and Earth Resources
650		0	_aDissertations _xUniversities and colleges
650		0	_aTheses
942			_2lcc _cPSM