02340ntm a2200301 a 4500001001400000003000700014005001700021008004100038020002200079039006800101040000800169090002600177100002600203245010500229260003400334300006600368500005300434502009000487504002800577520094100605610006801546650004501614650001101659952012001670952013101790999002501921999009201946vtls000102738KUKTEM20251117113353.0180112s2017    my da  f am   000 0 eng d  aTHE0000478(Local) 9a201905151520bnazirahc201801121006dsainiy201801121005zsaini  aUMP  aFKASA .I34 2017 r Bc.0 aNur Iffah Izzati Aziz10aFlexural behaviour of reinforced concrete beam with rectangular web opening /cNur Iffah Izzati Aziz  aKuantan, Pahang :bUMP,c2017  axiii, 54 p. :bill. (some col.), charts ;c30 cm. +e1 CD-ROM  aFaculty of Civil Engineering and Earth Resources  aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017  aBibliography : p. 39-403 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.20aFaculty of Civil Engineering and Earth ResourcesxDissertations 0aUniversities and CollegesxDissertations 0aTheses  00104071a10000b10000d2019-09-04l0oFKASA .I34 2017 r Bc.p0000120931r2019-09-04 00:00:00t1w2019-09-04yPSM  00104071a10000b10000d2019-09-04l0oCD 11010 | FKASA .I34 2017 r Bc.p0000120932r2019-09-04 00:00:00t1w2019-09-04yPSM  aVIRTUA40c7501d7507  aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992