Splicing of reinforcement
- Splicing of reinforcement should be avoided at a section where the BM is greater than 50% of the moment of resistance of the section
- Not more than 50% of the bars should be spliced at a section
- Bars of diameter greater than 32 mm should not be spliced but should be welded
- The lap length of bars in bending tension shall not be less than Ld or 30Ф
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