jdgengineer
Structural
- Dec 1, 2011
- 748
I have a question regarding Table 8-2 of AISC 360. I have always assumed that with a PJP weld that you would need approximately 1/8" min of root face (varies by welding process), and 1/8" min neglected groove to obtain your effective weld size (again varies by welding process). With the SMAW, and SAW process this appears to mean that you need to subtract out 1/4" from your material thickness in order to obtain the maximum size partial penetration weld you can do. With the GMAW and FCAW it depends on the welding position and varies between 1/8" and 1/4". Therefore, I've always used 3/8" minimum material and only used a 1/8" minimum effective weld size. To obtain a 1/4" minimum effective weld size I have always used 1/2" material. Am I misunderstanding this?
One of the reasons I ask is the table designates T1 as unlimited for the SMAW process. However, it states that f = 1/8" min, and E = S - 1/8. Therefore, how would you have any effective weld size with a 1/4" minimum thickness that appears acceptable per Table 8-2?
One of the reasons I ask is the table designates T1 as unlimited for the SMAW process. However, it states that f = 1/8" min, and E = S - 1/8. Therefore, how would you have any effective weld size with a 1/4" minimum thickness that appears acceptable per Table 8-2?