Abstract
Deep beam beams are used to lessen the selfweight, deflection, and shear of conventional reinforced concretebeams that are subjected to loading, which are the main issues. Deep beam beams cast with thermocol and weld mesh will be used in this project work instead of steel rebars, which are used in reinforced concrete beams. The shear strength assessment of supported cement footers has been the subject of a few examinations committed to decide the impact of the principal boundaries. When normal amounts of longitudinal reinforcement are utilized, the strength of the beams is typically controlled by shear strength rather than flexural strength due to the small value of the span-depth ratio. Experiments will be used to determine the yield strength and ultimate capacity of bending deep beam beams in addition to studies on shear. The purpose of the experimental work is to comprehend the various failure modes that could result from a potential combination of shear and bending moment acting at a specific section of a deep beam beam.The typical crack patterns, failure modes, and load- deflection behavior are to be reported in addition to highlighting the experimental setup.III. Concluding remarks are given in section IV.
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