Flexibility and SIFs for bends and tees - Intergraph CADWorx & Analysis

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#3417 - 08/04/05 07:20 AM Re: Flexibility and SIFs for bends and tees
John C. Luf Member Registered: 03/25/02 Posts: 1110 Loc: U.S.A.	My opinion is that using N=7000 for fatigue has also saved a lot of bad work from failing due to fatigue in service.... This added bit of conservatism has protected us from ourselves.... _________________________ Best Regards, John C. Luf
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Subject	Posted by	Posted
Flexibility and SIFs for bends and tees	RS	08/02/05 05:19 AM
Re: Flexibility and SIFs for bends and tees	John C. Luf	08/02/05 09:08 AM
Re: Flexibility and SIFs for bends and tees	RS	08/03/05 11:49 PM
Re: Flexibility and SIFs for bends and tees	John Breen	08/04/05 06:57 AM
Re: Flexibility and SIFs for bends and tees	John C. Luf	08/04/05 07:20 AM

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