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RE: Typical Stud Size for Embedded Plate

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-----Original Message-----
From: refugio rochin [mailto:fugeeo(--nospam--at)]
Sent: Saturday, August 20, 2005 7:17 AM
To: seaint(--nospam--at)
Subject: Typical Stud Size for Embedded Plate


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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