01767ntm a2200229 a 4500001001400000003000700014005001700021008004100038020002200079040000800101100001900109245013300128260003400261300005200295500005300347502009800400504002800498520088700526610006801413650004501481650001101526vtls000102677KUKTEM20251117113348.0180105t2017    my a   f a m  000 0 eng d  aTHE0000543(Local)  aUMP1 aLoo, Kian Loon10aFinite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements /cLoo Kian Loon  aKuantan, Pahang :bUMP,c2017  a69 p. :bill. (some col.) ;c30 cm. +e1 CD ROM  aFaculty of Civil Engineering and Earth Resources  aProject Paper (Bachelors (Hons.) of Civil Engineering) -- Universiti Malaysia Pahang – 2017  aBibliography : p. 68-693 aConcrete 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.20aFaculty of Civil Engineering and Earth ResourcesxDissertations 0aUniversities and CollegesxDissertations 0aTheses