What is the basic parameter study in analysis deep beam subjected to vertical load and what is the ratio between depth and span of the deep beam?
According to IS 456:2000,
Deep Beam defined as when ratio of effective span to overall depth is less than
1) 2.0 for simply supported beam
2) 2.5 for a continuous beam
The analysis of deep beam is done for positive reinforcement and negative reinforcement and for distribution of these types of reinforcement special arrangement is given in IS 456: 2000, Page Number 51 and 52. And also side face reinforcement is also necessary while designing the deep beam and this should be given as minimum reinforcement which is required for walls.
I am totally agree with you my friend Leon Raj and Sangram Krishna Nirmale
Deep beam fails which shear compression according to ACI beams with clear span less than or equal to 4 times the total member depth are called Deep beam
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