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  1. hofasa

    Relationship b/w Steel Strain and Concrete Crack in Elastoplastic Region

    Hello. ACI 224R Eq 4-2a shows a linear correlation b/w concrete crack width and reinforcing steel stress in a reinforced concrete beam (see attached). This equation is valid when the steel is in elastic region. After the steel yields, the stress-strain curve becomes nonlinear (E becomes...

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