02007ntm a2200277 a 4500 vtls000102677 KUKTEM 20251117113348.0 180105t2017 my a f a m 000 0 eng d THE0000543(Local) 201905151622 nazirah 201801051010 fateeha UMP FKASA .L66 2017 r Bc. Loo, Kian Loon Finite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements / Loo Kian Loon Kuantan, Pahang : UMP, 2017 69 p. : ill. (some col.) ; 30 cm. + 1 CD ROM Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors (Hons.) of Civil Engineering) -- Universiti Malaysia Pahang – 2017 Bibliography : p. 68-69 Concrete deep beams are very common in structures such as high-rise buildings, foundation and offshore structures. Installation of opening is necessary for accessibility purposes. However, the presence of transverse opening may lead to reduction of beam strength and excessive cracking. In this study, different reinforcement arrangement of concrete deep beams with opening of 100mm diameter at mid-span, shear-span, outside mid-span and shear zone were studied. The software ANSYS 12.0.1 is used to analyses the deep beam models with 0.27 shear-spans to depth ratio to determine the failure loads and crack patterns. Based on the obtained result, the opening located at the shear-span will give the largest effect to the beam strength and crack pattern while the horizontal reinforcement is more effective than vertical reinforcement in the deep beam model with shear-span opening. Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses 0 0 0 1 10000 10000 2019-09-04 0 FKASA .L66 2017 r Bc. 0000120980 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 11034 | FKASA .L66 2017 r Bc. 0000120981 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 7382 7388 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992