Jun 18, 2010 #1 rab1944 Structural Joined Dec 29, 2006 Messages 46 Location US What is the logic in API 620 Section 6.9.2 (11th edition add 1)in allowing plates to not be staggered? Thanks
What is the logic in API 620 Section 6.9.2 (11th edition add 1)in allowing plates to not be staggered? Thanks