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Agree with dold and PhamENG on all counts, this sounds sketchy...

@Jack TECL, I would use the effective width as per CL 4.4.1 and not the trib width.

@centondollar I have never thought of the counteracting effect between shrinkage strain and creep strain. Thank you for that. I do agree on all fronts. Let me make it clear, I do design for strain. Both drying shrinkage and autogenous shrinkage are addressed explicitly in the AS 3600 code...

I have started a new job recently, and the engineers do things a bit differently. The following comments are regarding concrete structures and Australian codes. I was taught that shrinkage and creep effects should be considered in the serviceability limit state and not the ultimate limit...