Yes it is a reject, a fracture is a fracture. How could
you assure that the fracture wouldn't continue to get worse over time?
Another thought, how can you be assured that what you see is actually the full
extent of the issue?
Hi
Technetters,
It is stated in
IPC-A-610C that a fractured joint is considered defect in all classes. Can
anyone
confirm that it
would be the same if the fracture is on the component side? And why
should
it be considered as
defect if the joint on the secondary side is good. Would the
fracture
extend from the
primary side to the secondary side?
Thanks in
advance...
JF
WABTEC
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