I am working on an alteration to an existing structure that has the following connection: 10" long structural steel angle with two inclined 1/2"Øx4" long headed studs embedded into the bottom outside corner of a CIP concrete beam . A few seasoned engineers at the office mentioned that there used to be a document(s) that had load tables for that type of connection. I intend on running my own numbers on the embed but is anyone familiar with the load tables they are referring to? I looked through all editions 2-6 of PCI and didn't see anything. I expected to find it there. Thanks in advance.
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Inclined Headed Stud Anchor Embed
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