02098ntm a2200277 a 4500 vtls000102695 KUKTEM 20251117113351.0 180108s2017 my da f am 000 0 eng d THE0000495(Local) 201905151531 nazirah 201801081259 saini UMP FKASA .I993 2017 r Bc. Nur Izzah Mohd Nasri Flexural behaviour of reinforced concrete beam with circular web opening / Nur Izzah Mohd Nasri Kuantan, Pahang : UMP, 2017 xi, 54 p. : ill. (some col.), charts (some col.) ; 30 cm. + 1 CD-ROM Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017 Bibliography : p. 42-43 The 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. Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses 0 0 0 1 10000 10000 2019-09-04 0 FKASA .I993 2017 r Bc. 0000120892 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 10992 | FKASA .I993 2017 r Bc. 0000120893 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 7464 7470 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992