Frank1344
Mechanical
- Apr 25, 2005
- 133
Hello and Good Day,
I am working on a power plant project (ASME B31.1), and the client is asking to use High Strength Stainless Steel Boltings (SA-453) for all raised face welding neck Stainless Steel flanges and spiral wound gaskets.
My problem: Table 112 of ASME B31.1, as per my understanding allows to use other high strength boltings grades as well as SA 453 Stainless Steel, see Note 4.
Then my conclusion is what the Client is asking is on top of the code requirements and we can discuss the matter and convince them to use other materials and grades as per Note 4.
FYI, this is my first power plant project involvement, please take it easy on me.
Now the question may arise: why don't just do as per Client's spec? Then we need to revise our piping material spec. (line classes) and add them to design software spec data base.
I would really appreciate any comment on this subject.
Yours,
Frank
I am working on a power plant project (ASME B31.1), and the client is asking to use High Strength Stainless Steel Boltings (SA-453) for all raised face welding neck Stainless Steel flanges and spiral wound gaskets.
My problem: Table 112 of ASME B31.1, as per my understanding allows to use other high strength boltings grades as well as SA 453 Stainless Steel, see Note 4.
Then my conclusion is what the Client is asking is on top of the code requirements and we can discuss the matter and convince them to use other materials and grades as per Note 4.
FYI, this is my first power plant project involvement, please take it easy on me.
Now the question may arise: why don't just do as per Client's spec? Then we need to revise our piping material spec. (line classes) and add them to design software spec data base.
I would really appreciate any comment on this subject.
Yours,
Frank