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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
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