Tek-Tips is the largest IT community on the Internet today!
Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!
-
Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
Slip On Flanges
- Thread starter BJaffa
- Start date
The main reason should be the lower fatigue resistance of those flanges with respect to weld neck.
If you are bound to B31.1 as the code, I can't see how you could circumvent that rule: you should switch, if you can, to a less demanding code, such as B31.3.
prex
Online tools for structural design
If you are bound to B31.1 as the code, I can't see how you could circumvent that rule: you should switch, if you can, to a less demanding code, such as B31.3.
prex
Online tools for structural design
- Status
Similar threads
- Locked
- Question
- Locked
- Question
- Locked
- Question