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ACI column slenderness check
2

ACI column slenderness check

ACI column slenderness check

(OP)
Hello all,
I am doing a column check for some precast calcs I have to review.  Does ACI require a minimum eccentricity for axial loads?  My notes say 1" or 0.6"+0.003h, whichever is greater, but I can't find it in ACI.  I am assuming this would also be about both axes?

RE: ACI column slenderness check

2
ACI 10.12.3.2 - taken about each axis seperately.

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