Curious_92
Mechanical
Dear All,
We have made a Proposed Welding Specification for Pipe for Fittings(pWPS) and inorder to qualify that we will be conducting the PQT. With regards to that please note the following points:
[highlight #000000]
GENERAL DATA[/highlight]
1. The Pipes are Provided from the Client. The Specs of the Pipes are as follows:
-> PSL2 BN 6" (T.S- 480.00 Y.S - 330.00)
-> PSL2 114.3*11.3MM Thck (T.S- 522.00 Y.S - 417.00)
-> PSL2 168.3*12.7MM Thck (T.S- 653.00 Y.S - 541.00)
2. Now to conduct the Procedure qualification test (PQR) we did procure the Flanges as the scope of Flanges is not covered under our
client.The Specs of the Flanges that we procured are as follows:
-> A105N 6" WN 1500# RF SCH: 120 (T.S- 546.30 Y.S - 294.30)
-> A105N 4" WN 1500# RF SCH: 120 (T.S- 508.00 Y.S - 311.00)
-> A105N 6" WN 1500# RF SCH: 120 (Machined to Thickness: 12.7mm) (T.S- 294.30 Y.S - 546.30)
3. The Tensile Strength (T.S) and Yeild Strength (Y.S) of the Pipes (that we received) & Flanges (that we Procured) are mentioned in Point - 01 & 02.
[highlight #000000]QUESTION[/highlight]
Please Do advice that as the Tensile Strength and the yeild strength of the Flnge is less than that of the Pipes's Tensile Strength and the yeild strength, will the specimen will fail under Mechanical Testing?
Or can we proceed with the Flanges that we purchased?
Appreciate your valuable feedback on the same.
Thanks you,
Regards..!
We have made a Proposed Welding Specification for Pipe for Fittings(pWPS) and inorder to qualify that we will be conducting the PQT. With regards to that please note the following points:
[highlight #000000]
GENERAL DATA[/highlight]
1. The Pipes are Provided from the Client. The Specs of the Pipes are as follows:
-> PSL2 BN 6" (T.S- 480.00 Y.S - 330.00)
-> PSL2 114.3*11.3MM Thck (T.S- 522.00 Y.S - 417.00)
-> PSL2 168.3*12.7MM Thck (T.S- 653.00 Y.S - 541.00)
2. Now to conduct the Procedure qualification test (PQR) we did procure the Flanges as the scope of Flanges is not covered under our
client.The Specs of the Flanges that we procured are as follows:
-> A105N 6" WN 1500# RF SCH: 120 (T.S- 546.30 Y.S - 294.30)
-> A105N 4" WN 1500# RF SCH: 120 (T.S- 508.00 Y.S - 311.00)
-> A105N 6" WN 1500# RF SCH: 120 (Machined to Thickness: 12.7mm) (T.S- 294.30 Y.S - 546.30)
3. The Tensile Strength (T.S) and Yeild Strength (Y.S) of the Pipes (that we received) & Flanges (that we Procured) are mentioned in Point - 01 & 02.
[highlight #000000]QUESTION[/highlight]
Please Do advice that as the Tensile Strength and the yeild strength of the Flnge is less than that of the Pipes's Tensile Strength and the yeild strength, will the specimen will fail under Mechanical Testing?
Or can we proceed with the Flanges that we purchased?
Appreciate your valuable feedback on the same.
Thanks you,
Regards..!