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  1. MaShiMoRo

    ACI Code meaning ( Precast Concrete Structure)

    According to the code mentioned above, Should I put Connector A, which has capacity 8.8 kn for nominal tensile, between a diaphram and a support per 2 linear meter, or should it be Connector B , which has capacity 4.4 kn for nominal tensile,per linear meter? I would like to know if I can use...

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