We have a 12 bars column reinforcement in a 3 storyed building each 2700mm clear span with 450mm beam depth. In order maintain the staggered position and as well as maximum of 50% lapping at one site i have thought ...
You do not need to change your steel.
You do not need to change your steel.
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The reinforcement is ok. The staggering is also ok. Just try to make sure, minimum wastage happens in cut lengths. Make sure the lap is minimum of 50D.
The reinforcement is ok. The staggering is also ok. Just try to make sure, minimum wastage happens in cut lengths.
Make sure the lap is minimum of 50D.
See less