minibenny
Mechanical
- Oct 28, 2013
- 21
I posted a similar thread in another forum, but have not received any responses, so I thought maybe this forum might get more results.
Using fig UW-13.2(c) as a reference, I have been under the impression that MPI or LPI requirements of UG-93(d)(3) would only be applicable to the thicker flat plate, not the abutting shell plate (ts). UG-93(d)(3) and UG-93(d)(4) refer to "the flat plate" numerous times, as though it was written for formed items being welded to a flat plate to form corner joint. However, in the case of a rectangular box, all the plates are flat...
For the top, bottom, and end plates (all ts of fig. UW-13.2(c)), which would not have exposed peripheral edges after welding, MPI or LPI could not be done after welding, but do the weld preparation areas of these flat plates require MPI or LPI?
Using fig UW-13.2(c) as a reference, I have been under the impression that MPI or LPI requirements of UG-93(d)(3) would only be applicable to the thicker flat plate, not the abutting shell plate (ts). UG-93(d)(3) and UG-93(d)(4) refer to "the flat plate" numerous times, as though it was written for formed items being welded to a flat plate to form corner joint. However, in the case of a rectangular box, all the plates are flat...
For the top, bottom, and end plates (all ts of fig. UW-13.2(c)), which would not have exposed peripheral edges after welding, MPI or LPI could not be done after welding, but do the weld preparation areas of these flat plates require MPI or LPI?