02065ntm a2200277 a 4500 vtls000102738 KUKTEM 20251117113353.0 180112s2017 my da f am 000 0 eng d THE0000478(Local) 201905151520 nazirah 201801121006 saini 201801121005 saini UMP FKASA .I34 2017 r Bc. Nur Iffah Izzati Aziz Flexural behaviour of reinforced concrete beam with rectangular web opening / Nur Iffah Izzati Aziz Kuantan, Pahang : UMP, 2017 xiii, 54 p. : ill. (some col.), charts ; 30 cm. + 1 CD-ROM Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017 Bibliography : p. 39-40 Beam 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. Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses 0 0 0 1 10000 10000 2019-09-04 0 FKASA .I34 2017 r Bc. 0000120931 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 11010 | FKASA .I34 2017 r Bc. 0000120932 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 7501 7507 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992