Dear Sirs
Table 4.5 - PQR Essential Variable Changes Requiring WPS Requalification for SMAW, SAW, GMAW, FCAW, and GTAW (see 4.8.1)
4.8.1 SMAW, SAW, GMAW, GTAW, and FCAW.- Changes beyond the limitations of PQR essential variables
for the SMAW, SAW, GMAW, GTAW, and FCAW processes shown in Table 4.5 and Table 4.6 (when CVN testing is specified) shall require requalification of the
WPS (see 4.2.1.3).
Table 4.6 - PQR Supplementary Essential Variable Changes for CVN Testing Applications Requiring WPS Requalification for SMAW, SAW, GMAW, FCAW, and GTAW
Table 3.1, Table 4.9, and Unlisted Steels Qualified by PQR (see 4.8.3)
4.8.3 Base-Metal Qualification. WPSs requiring qualification that use base metals listed in Table 3.1 shall
qualify other base metal groups in conformance with Table 4.8. WPSs for base metals not listed in Table 3.1 or
Table 4.9 shall be qualified in conformance with Clause 4. The use of unlisted base metals shall be approved by
the Engineer.
_________________________________
Please advise if my understanding is correct-
PQR qualified with CVN Impact Testing shall not be used for welding Group I Materials( For example ABS Grade A - without CVN Impact Testing)
Table 4.8 Group Material combination range solely applicable when CVN Impact Testing is not required.
To my knowledge all Group II Material- (Higher Strength Material) manufactured with CVN Impact Value ( For example ASTM A131 Grouo II- EH36 with CVN Impact Tested to -40deg C/ DH36 with -20deg C...etc)
How i can benefit from this range as shown below (Table 4.8), when my PQR Qualified with ASTM A131 Group II-EH36( Impact Tested to -40deg C)
Any Group II Steel to Any Group II Steel( PQR Base Metal) x (WPS Base Metal Group Combinations Allowed by PQR) Any Group I Steel to Any Group I Steel
Any Group II Steel to Any Group I Steel
Any Group II Steel to Any Group II Steel
Can i use this PQR to weld Group I & II Base Materials Combination- Butt or Fillet Welds( For example ABS Grade A to ABS Grade EH36)?
Thanks
EX,
WELCOME TO THE AWS WELDING FORUM!!
First, it would have been better to start your own thread, no worries. Just try to do so from now on.
Second, without know exactly what those materials are, the main items of interest for determining preheat are going to be material thickness, material grade, and job specifications. Not to mention the applicable code.
Thickness, preheat is calculated for the thicker member and the joint is heated to that temperature for 3" in any direction from the weld for the through thickness of the parts.
Grade, carbon equivalency is critical in many applications outside pre-approved materials for a given code and has a formula to figure out that number and choose preheat and interpass from there.
Job specifications can alter what code requirements are at the discretion or preference of the engineer, customer.
Codes can have some variation due to product usage for the arena they are written to provide guidance for. Bridges differ from pipelines which differ from structural, etc.
Some added information would help us to give you good advice.
He Is In Control, Have a Great Day, Brent