EfficientPuppy
Civil/Environmental
- May 10, 2024
- 11
I'm looking through the design on stainless tank API 650 tanks, and I have a few practical questions for you all.
Thanks everyone for your insights.
1. How do you all deal with the requirement for stainless steel course widths being set to 4' (without approval) when the only plate widths available in stainless are 4'. Unless that tank height is always a multiple of 4', then per this requirement you need to ask for approval to do the make up course. So are you just preliminarily requesting approval to use different course sizes on any stainless tank? And if you are getting approval do you have an absolute minimum course width that you use?
2. How do you work with a manway when the first course has to be 4' wide. This would put the seam of the first vertical weld basically in the middle of the manway. Is this even permitted when you have a repad on the manway? Are you using a thickened insert for the manway when needed?
3. How are you building repads? I guess my assumption has always been that tank repads should be build from a single sheet of plate, but how is that possible if the only plate available is 4' wide. I can't seem to find in API 650 that my assumption is correct, so maybe I am wrong about that. But I also can't find any welding requirements, such as were the weld seam should be, which direction the seam should go, and how to inspect it.
4. Austenitic Stainless is allowed to have two courses be shop welded before shipping to the erection site, but I am not seeing this same verbiage in the Duplex section. Am I understanding this correctly, that it is not permitted to shop weld two courses with duplex?
Thanks everyone for your insights.