johnthebest
Mechanical
- Mar 7, 2018
- 57
Hello everyone
as per our (client) specification All ferritic materials shall be supplied in the normalized condition.
the contractor propose the slug catcher material as "SA 537 CL.2 + SS 316L SS Clad".
SA 537 CL.2 will be quench and tempered (Q&T) as per ASME SEC II part A Ed.2017 and the tempering temperature for Class 2 plates shall not be less than 1100°F [595°C]. Q&T heat-treated material is also accepted as per UCS-23 of ASME SEC VIII Div.1 Ed.2017 and Table 3-A.1 of ASME SEC.VIII Div. 2 Ed.2017. This has been proposed based on allowable stress at design temperature 90°C for SA 537 CL.2 material which is significantly higher than other materials like SA 516 GR. 70 and SA537 CL 1.
also to note that the specification for the maximum carbon equi is 0.43
What are your thoughts about this material. the pros and cons?.
as per our (client) specification All ferritic materials shall be supplied in the normalized condition.
the contractor propose the slug catcher material as "SA 537 CL.2 + SS 316L SS Clad".
SA 537 CL.2 will be quench and tempered (Q&T) as per ASME SEC II part A Ed.2017 and the tempering temperature for Class 2 plates shall not be less than 1100°F [595°C]. Q&T heat-treated material is also accepted as per UCS-23 of ASME SEC VIII Div.1 Ed.2017 and Table 3-A.1 of ASME SEC.VIII Div. 2 Ed.2017. This has been proposed based on allowable stress at design temperature 90°C for SA 537 CL.2 material which is significantly higher than other materials like SA 516 GR. 70 and SA537 CL 1.
also to note that the specification for the maximum carbon equi is 0.43
What are your thoughts about this material. the pros and cons?.