ACI 318 12.11.3
ACI 318 12.11.3
(OP)
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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RE: ACI 318 12.11.3
My understanding is that there is a lack of data to support that long end anchorage length will be fully effective in developing a bar that only has a short length between the point of inflection and the point of maximum stress (ie - the point where tension in the bar is initiated and the point where it reaches its max stress).
But you can still use hooks or deformed bar anchors without satisfying equation 12-5.
RE: ACI 318 12.11.3
RE: ACI 318 12.11.3
RE: ACI 318 12.11.3
RE: ACI 318 12.11.3