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ACI 350-06 7.12.2.1 subnote

ACI 350-06 7.12.2.1 subnote

ACI 350-06 7.12.2.1 subnote

(OP)
I have an query about the asterisked note below ACI 350-06 Table 7.12.2.1.  If I have a small-ish top slab (20' x 30' between supports) with no movement joints, are the minimum temperature and shrinkage ratios in the table still applicable with lengths taken as the distance between supports?  In the commentary for the section it notes that the table values need not be exceeded with no joints.   Any clarification would be appreciated.

TTFN

RE: ACI 350-06 7.12.2.1 subnote

Yes.

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