LTG BS
Mechanical
- Jan 14, 2022
- 2
Hello
I have a question regarding Weld Joint Efficiency Factors (E).
I am working in B31.1 and am looking to spec out a new 28"x.75" Thk. SA387 GR22 rolled, full penetration welded, x-ray, PWHT to be installed in an existing system. I am getting some plate rolled and welded to use.
I am using Eq.9 under 104.1.2 to determine the max pressure that this material can handle based on the existing design temperature of the system.
When I look under Appendix A I find a "E" value of 1.00 for A387 GR22 (Plate). But when I look under Table 102.4.3 Longitudinal Weld Joint the "E" value can change depending on how the plate is joined/welded.
Why does Appendix A give a value for S387 plate if they don't know how the plate is welded together? Shouldn't Table 102.4.3 always be used when using rolled plate?
I have a question regarding Weld Joint Efficiency Factors (E).
I am working in B31.1 and am looking to spec out a new 28"x.75" Thk. SA387 GR22 rolled, full penetration welded, x-ray, PWHT to be installed in an existing system. I am getting some plate rolled and welded to use.
I am using Eq.9 under 104.1.2 to determine the max pressure that this material can handle based on the existing design temperature of the system.
When I look under Appendix A I find a "E" value of 1.00 for A387 GR22 (Plate). But when I look under Table 102.4.3 Longitudinal Weld Joint the "E" value can change depending on how the plate is joined/welded.
Why does Appendix A give a value for S387 plate if they don't know how the plate is welded together? Shouldn't Table 102.4.3 always be used when using rolled plate?