SIF on miter bend where D/t.>100 - Intergraph CADWorx & Analysis

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#11886 - 06/26/07 03:13 AM SIF on miter bend where D/t.>100
yani Member Registered: 06/04/07 Posts: 24 Loc: United Arabs Emirates	Dear members, Using Table D300 from B31.3 for calculating SIF and Flexibilty F, equations are no longer valid since D/t is over 100. I would appreciate any guidelines for performing these calculations, in order to have a realistic approach. NB: Hoop stresses are the primarly stressesand are not not within the allowble. Thanks in Advance. Yani.
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#11889 - 06/26/07 04:41 AM Re: SIF on miter bend where D/t.>100 [Re: yani]
Stan McKay Member Registered: 10/21/04 Posts: 102 Loc: UK	Yani, This one has already done the rounds. Have a read through Caesar - II & ANSYS with PIPE16 _________________________ ---------- Stan McKay
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