000			02065ntm a2200277 a 4500
001			vtls000102738
003			KUKTEM
005			20251117113353.0
008			180112s2017 my da f am 000 0 eng d
020			_aTHE0000478(Local)
039		9	_a201905151520 _bnazirah _c201801121006 _dsaini _y201801121005 _zsaini
040			_aUMP
090			_aFKASA .I34 2017 r Bc.
100	0		_aNur Iffah Izzati Aziz
245	1	0	_aFlexural behaviour of reinforced concrete beam with rectangular web opening / _cNur Iffah Izzati Aziz
260			_aKuantan, Pahang : _bUMP, _c2017
300			_axiii, 54 p. : _bill. (some col.), charts ; _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. 39-40
520	3		_aBeam is the structural element which is able to withstand the load primarily by resisting against bending. Provision of utility and service ducts are important part of modern building construction. To facilitate fast and uninterrupted progress, the layouts of these ducts are planned in advance. Opening in a beam is a facility that is necessary to accommodate services such as electricity, sewage, water supply, computer network, telephone, and air-conditioning. This study focused on the flexural behavior of reinforced concrete beam with different size of rectangular opening. The study indicated that beam with small rectangular opening has smaller flexural strength compared with control beam. This study also shows beam with large opening possessed the lowest flexural strength among the samples. It can be concluded that the increase in the depth size of rectangular opening will cause the reduction of ultimate strength in beam.
610	2	0	_aFaculty of Civil Engineering and Earth Resources _xDissertations
650		0	_aUniversities and Colleges _xDissertations
650		0	_aTheses
999			_aVIRTUA40 _c7501 _d7507
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992