• Spacing of the main reinforcement.

  • Distance of bent-up from the face of support differs from typical bar bending.

  • Every junction of the main and distribution bars is not tied to each other properly.

  • For the end support of the slab, bent-up bars are not bent or hooked into beam.

  • Insufficient chairs are provided under the bent-up bars.

  • Laps for slabs are not provided in a staggered manner.

  • Lap lengths provided are insufficient.

  • Length of projection of bent-up bars, in case of continuous slab, is not found as per the requirement, i.e., L/4.

  • Height of the bent-up bars is always found to be the same for different thickness of slabs.

  • Extra length of cutting bars at the ends leads to improper end cover.

  • Insufficient chairs are provided to cantilever slabs, due to which top reinforcement is not properly maintained at the top position.

  • Same lap length for all diameter of bars.