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Typical Stud Size for Embedded Plate

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Why not use rebar?

Is it that the rebar is incompatible with the steel and weld?

The engineers I work with don't recommend headed anchor studs for a
moment connection.  But i feel if i put a hole thru a plate, and weld
inside the hole, the connection is better.

can you give me some resources to identify the matter more clearly?

Refugio Manuel Rochin

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