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  1. 6288

    TENSION ANCHROGE OF BEEM REINFORCMENT IN COLUMNS(thin Section)

    Column Size is 10"x42", it will behave as shear wall, its my thinking whts ur suggession, further connection detail is already attached for reference.
  2. 6288

    TENSION ANCHROGE OF BEEM REINFORCMENT IN COLUMNS(thin Section)

    Dear ishvaaag (Structural) Do you mean by the provision of u bars provided then splice with Top/Bottom Bars?http://files.engineering.com/getfile.aspx?folder=9c783307-1158-4fc0-b4dc-36469def2a8a&file=BEAMS_DETAIL.pdf
  3. 6288

    TENSION ANCHROGE OF BEEM REINFORCMENT IN COLUMNS(thin Section)

    Dear ishvaaag : Can you please further clarify option # 2 .it is more appealing , how to install 90deg pre-install re bar then splice with the beam
  4. 6288

    TENSION ANCHROGE OF BEEM REINFORCMENT IN COLUMNS(thin Section)

    How to deal with the tension reinforcement anchorage in columns(10" depth) with 90deg hook. Ldh REQ from int. face of column is 16.43in for #6 bar where as we have on 8" depth available after deduction of clear cover 2".

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