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Up Topic American Welding Society Services / Technical Standards & Publications / WPS for Robotic Application
- - By Anchorman Date 06-09-2008 18:59
Hope someone can help with this one.  I am welding shear studs to a 1/2" thich plate and need to write a WPS for the process.  The studs are fillet welded as opposed to being resistance welded with a stud gun system.  Any thoughts as to how I should approach writing the WPS?
Parent - By eekpod (****) Date 06-10-2008 12:45
What process are you using?  SMAW, FCAW
If so they may fall under the pre-qualified filet welds in D1.1 and you can use that.
D1.1 does have a chart that calls for a minimum fillet weld all around depending on the diamater of the stud. I think it's section 7? but you'll have to check me on that.
Chris
Up Topic American Welding Society Services / Technical Standards & Publications / WPS for Robotic Application

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