loilfan
Mechanical
- Jan 20, 2015
- 122
Apologies for another UW-11(a)(5)(-b) post. All the threads on this website and other documentation I've read (such as Pastor's Pressure Points Newsletter) haven't quite covered my situation though.
I am reviewing the design of an existing VIII-1 vessel from the 2001 ed. It has the following RT & E details and is stamped RT-4:
X-RAY
Shell Long Joints
E Factor
Shell Long Joints
All the examples I've seen discuss when the Category A long seams are either seamless or full RT. It seems to me that UW-12(d) is satisfied because the Category B welds have been spot radiographed as per UW-11(a)(5)(-b), even though the Category A welds haven't been Fully RT'd as per UW-11(a)(5).
Can I use E=1 in the UG-32 calculation for a 2:1 seamless head if spot RT was done on both the Category A and B (Table UW-12 Type 1) welds?
I am reviewing the design of an existing VIII-1 vessel from the 2001 ed. It has the following RT & E details and is stamped RT-4:
X-RAY
Shell Long Joints
SPOT UW-11(b)
Head/Shell JointsSPOT UW-11(a)(5)(-b)
Joints in HeadsSMLS
E Factor
Shell Long Joints
0.85
Head/Shell Joints0.85
Joints in Heads1.00
All the examples I've seen discuss when the Category A long seams are either seamless or full RT. It seems to me that UW-12(d) is satisfied because the Category B welds have been spot radiographed as per UW-11(a)(5)(-b), even though the Category A welds haven't been Fully RT'd as per UW-11(a)(5).
Can I use E=1 in the UG-32 calculation for a 2:1 seamless head if spot RT was done on both the Category A and B (Table UW-12 Type 1) welds?