The tensile reinforcement required to resist positive bending moment in any span of a deep beam shall:
1
extend without curtailment between support
2
be embedded beyond the face of each support
3
be placed with a zone of depth equal to 0.25D-0.05d adjacent to the tension face of the beam
4
extend without curtailment between support, be placed with a zone of depth equal to 0.25D-0.05d adjacent to the tension face of the beam and be embedded beyond the face of each support