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Concrete Creep Shrinkage: ACI 209#creep coefficient#40pct#3000psi#I

Concrete creep and shrinkage parameters per ACI 209R-92 and fib Model Code 2010 — creep coefficients and shrinkage strains at varying humidity, V/S ratio, loading age, concrete strength, and cement type

Civil Engineeringmodel param rh: ACI 209#creep coefficient#40pct#3000psi#I1 rowPage 2 of 2
model param rhvs loading keycement typeconcrete strength psi (psi)correction factor humidity (dimensionless)correction factor loading age (dimensionless)correction factor member size (dimensionless)creep coefficient phi (dimensionless)loading age days (day)modelparameter typerelative humidity pct (percent)standardtime after loading days (day)ultimate creep coefficient (dimensionless)volume to surface ratio in (inch)
ACI 209#creep coefficient#40pct#3000psi#I6in#28d#365tI3,0001.5810.731.6428ACI 209creep coefficient40ACI 209R-92 (Reapproved 1997)3651.996

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