stesw90
Mechanical
- Jul 26, 2014
- 32
Dear all,
My concern is about allowable stress values mentioned in table-1A of ASME secII D and one that is mentioned table A-1 of ASME B31.3,
I was checking allowable stress value for SA-106 gr.b in sec-II D and in ASME B31.3 and i found different values in both place,
In ASME sec2 pard D it is mentioned as 17100 psi for lowest to 100°c,
and 20000psi in ASME B31.3.
All I want to know is what is the difference and which should be used when,
Reason i m asking this if i can use higher allowable stress values for design i can design for lower thickness.
My concern is about allowable stress values mentioned in table-1A of ASME secII D and one that is mentioned table A-1 of ASME B31.3,
I was checking allowable stress value for SA-106 gr.b in sec-II D and in ASME B31.3 and i found different values in both place,
In ASME sec2 pard D it is mentioned as 17100 psi for lowest to 100°c,
and 20000psi in ASME B31.3.
All I want to know is what is the difference and which should be used when,
Reason i m asking this if i can use higher allowable stress values for design i can design for lower thickness.