ACI 318 / ACI 133 - Coupler Codes and Standard in Building code Requirements for Structural Concrete and Commentary
American Concrete Institute (ACI) Building Code 318 - Building code Requirements for Structural Concrete and Commentary ACI 318 / ACI 133 A CI 318 / ACI 133 Type of Test Required Why ! (purpose of the test) What is the Criteria ? Static tensile strength test Tensile strength of the Rebar joint (Rebar to Coupler Splice) joint > 1.25fy for Type 1 100% fu & >1.25fy for Type 2 Fu = Ultimate Strength of bar Fy = Yield Strength of bar Slip Test Used to make sure that the plastic movement (slip) between the reinforcement bars with in the Mechanical Splice, when Loaded in tension The bar-splice assembly shall be loaded in tension to nominal zero load, not exceeding 4Mpa (600 psi). The bar-splice assembly then be loaded in tension with a loading rate between 70 Mpa/min to 690 Mpa/min. ...