XR250
Structural
- Jan 30, 2013
- 5,760
The contractor has the hook pointing toward the heel but add similar bottom bars to compensate. Is there a reason this is not OK?

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KootK said:To my knowledge, ACI only really addresses moment joint resistance in the context of beam to column joints. There are entire ACI publications dedicated to the topic, as you surely know. And in none of them, anywhere, will you see anything like the sketch below.