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  1. cmem

    ACI 318 12.11.3

    That's what I thought. The code doesn't seem to read that way, though. Or maybe I'm just being dense on this issue.
  2. cmem

    ACI 318 12.11.3

    Say you have several spans with constant positive moment reinforcing. I'm still not sure why a large bar size at the point of inflection would be a problem in this situation.
  3. cmem

    ACI 318 12.11.3

    Can anyone help me understand the intent of ACI 318-05 12.11.3 when considered at the point of inflection?

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