TENSION ANCHROGE OF BEEM REINFORCMENT IN COLUMNS(thin Section)
TENSION ANCHROGE OF BEEM REINFORCMENT IN COLUMNS(thin Section)
(OP)
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".
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".






RE: TENSION ANCHROGE OF BEEM REINFORCMENT IN COLUMNS(thin Section)
BA
RE: TENSION ANCHROGE OF BEEM REINFORCMENT IN COLUMNS(thin Section)
1. Diminish the diameter of component rebar, to make the splice or anchorage length smaller.
2. Leave preinstalled the appropriate rebar in the column in the 90 deg shape, then have the splice with the beam, so you can have any length of splice in both the column and the beam.
In some cases the extant depth of column is anyway inadequate because there's not enough concrete to take the forces imparted by the rebar. This can be revealed by a strut and tie scheme. This I remember has been treated in this forum, at least in the context of minimum depth of footings for cantilever walls.
RE: TENSION ANCHROGE OF BEEM REINFORCMENT IN COLUMNS(thin Section)
Can you please further clarify option # 2 .it is more appealing , how to install 90deg pre-install re bar then splice with the beam
RE: TENSION ANCHROGE OF BEEM REINFORCMENT IN COLUMNS(thin Section)
RE: TENSION ANCHROGE OF BEEM REINFORCMENT IN COLUMNS(thin Section)
Do you mean by the provision of u bars provided then splice with Top/Bottom Bars?
RE: TENSION ANCHROGE OF BEEM REINFORCMENT IN COLUMNS(thin Section)
RE: TENSION ANCHROGE OF BEEM REINFORCMENT IN COLUMNS(thin Section)
RE: TENSION ANCHROGE OF BEEM REINFORCMENT IN COLUMNS(thin Section)
RE: TENSION ANCHROGE OF BEEM REINFORCMENT IN COLUMNS(thin Section)