000			02098ntm a2200277 a 4500
001			vtls000102695
003			KUKTEM
005			20251117113351.0
008			180108s2017 my da f am 000 0 eng d
020			_aTHE0000495(Local)
039		9	_a201905151531 _bnazirah _y201801081259 _zsaini
040			_aUMP
090			_aFKASA .I993 2017 r Bc.
100	0		_aNur Izzah Mohd Nasri
245	1	0	_aFlexural behaviour of reinforced concrete beam with circular web opening / _cNur Izzah Mohd Nasri
260			_aKuantan, Pahang : _bUMP, _c2017
300			_axi, 54 p. : _bill. (some col.), charts (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 – 2017
504			_aBibliography : p. 42-43
520	3		_aThe openings in the beams building are necessary for the passage of utility ducts. This study was conducted to investigate the flexural behaviour of reinforced concrete beams with circular web opening. In this investigation, 4 beams using G30 concrete were cast and tested. A solid control beam was used as the reference for comparison with other beams with an opening. The sizes of the openings considered in this study included ∅60 mm, ∅80 mm and ∅100. All the beam specimens had a cross-section of 200 mm x 150 mm and a total length of 2000 mm. The beams were tested under three-point bending until failure. The increase of the diameter of the opening in beams with opening causes the change in the pattern of cracks. Besides that, with an increase in the opening diameter, the ultimate load of the beam reduces with an increase in deflection. Reduction of a portion of the concrete area in the beam reduces the strength of the beam thus causing beam to fail with lower load.
610	2	0	_aFaculty of Civil Engineering and Earth Resources _xDissertations
650		0	_aUniversities and Colleges _xDissertations
650		0	_aTheses
999			_aVIRTUA40 _c7464 _d7470
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992