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  1. Robin1020211

    ACI 318 Anchoring deformed bars

    Hello, Is there anyone who could help me calculate the minimum required anchor length for one ribbed rebar using the ACI 318? In Eurocode 2, you need to follow these steps to calculate the length: lb,rqd = (φ / 4) (σsd / fbd) (required length) fbd = 2.25 η1 η2 fctd (bond strength) Then...
  2. Robin1020211

    What are the origins of ACI 318's minimum flexural reinforcement criteria?

    As a student at a Dutch university, I am presently writing my thesis on "How can prefabricated connections be designed to be ductile based on international standards," as part of the requirement to graduate in civil engineering. Along my research journey, I have encountered a discrepancy in...

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