I'm hoping some of the others will chime in regarding the Section IX criteria, but from what I have gathered (reading postings about
arc strikes) is that the code doesn't speak about it. Temporary construction aides and such have been used for decades and pipe needs to have hangers and supports. Se
arch the forum for
arc strikes and you will find many discussions...more are geared towards D1.1, but a few of them mention B31.X.
https://app.aws.org/forum/forum_search.pl?words=arc+strikes&user=&board=0&field=body&min=&max=&order=descBrent wrote an article awhile back about
arc strikes and soundness in the AWS welding journal....hopefully he and others can help shed some light on the ASME code side of it.
Edit: I mis-spoke, Brent's article was in Inspection Trends, not the welding journal.