Also, the go-to literature for the design and analysis of PT members is contradictory. For any designer working globally, these two code documents define the design of post-tensioned members. Three issues specific to the design of post-tensioned members are currently treated differently by the American Concrete Institute’s Building Code Requirements for Structural Concrete and Commentary, ACI-318 (2014), and Europe’s Design of Concrete Structures – Part 1-1 General rules and rules for buildings, European Code EC2 (2004). In this case, the industry may need to start a conversation with code authorities for clarification. When major building codes are not in agreement on specific structural members, confusion and uncertainty are propagated among design engineers.
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