Teguci
Structural
- May 14, 2008
- 1,011
A Gigantic Equipment provider (GEp) is calling for the welding of hardened threaded rods to support suspended equipment that is subject to maybe 100 loading cycles/day.
Assuming the GEp will not be moved from their well thought out design criteria, is there a way for me to justify a welding process that will work?
If I use A193-B7 threaded rod and weld it, is there a reduced tensile stress that I can use for design without preheat? - with preheat?
Is there an AWS reference I can cite?
Found this but would like a little more.
Thanks,
Assuming the GEp will not be moved from their well thought out design criteria, is there a way for me to justify a welding process that will work?
If I use A193-B7 threaded rod and weld it, is there a reduced tensile stress that I can use for design without preheat? - with preheat?
Is there an AWS reference I can cite?
Found this but would like a little more.
Thanks,