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Rebar welding

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I am detailing a drag connection where I want to weld a #8 Gr. 60 bar to
a 3/8" thk. A36 plate. The bar & plate are parallel to one another
resulting in a flare bevel weld.

Anyone care to point me to the code section ACI, AWS or UBC that deals
with weldable grade bar?

Anyone care to comment on this being a good or bad idea? (Bill? :))

Regards,

Mark D. Baker