Behaviour of cantilever deep beam

The objective of this work is to investigate the behaviour of theultimate capacity and cracks propagation of cantilever reinforced concretedeep beam with openings where position of the openings are variable.A review of the available methods for analysing cantilever deepbeamswith openings have heen presented in chapter (1).The finite element method which have been used to analyse andinvestigate the behaviour of these cantilever deep beams is presented inchapter (2).- The procedure of the experimental investigation to study thebehaviour, ultimate capacity and crack propagation of cantilever deep.’beams where experimental models of micro reinforced concrete are used tovarious opening position. The results of this experimental work for sixtested models are presented in chapter (3).A comparison between the experimental and numerical results havebeen carried out in chapter (4).A discussion of the results is presented in chapter (5).The conclusion which are drown from the above investigation isgiven in chapter (6).