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ASME VIII Div.1 Mandatory Appendix 1 Thick-Wall Thickness Z factor 5

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Northeastern Tiger

Aerospace
Jul 28, 2023
2
I have a question for the "Z factor" in ASME VIII Div.1 (2023 version) Mandatory Appendix(MA) 1-2 Cylindrical Shells .

According to MA 1-2 (b) , equation (3).

Z = (P/SE + 1)

While, when I search on website , I found another formula for Z factor.

Z = ( SE + P) / (SE- P)

See link below.


My question is: why there are two formulas for Z factor?

All the bright minds please help.
 
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There aren’t two Z-factors. There’s only one. The second one you mentioned is from a website and not from the ASME BPVC Code book, and therefore incorrect. It may be a copy from an old version of an ASME BPVC Code book, or someone made it up, and put it in that website - point is, only the (current) Code book is right.

Huub
- You never get what you expect, you only get what you inspect.
 
Earlier versions of ASME Section VIII Div. 1 Appendix 1 used "Z = (SE + P)/(SE - P)", but in 2010 the Code began using "Z = (P/SE + 1)". Not quite the same.


-Christine
 
You will notice the Boardnman Inc site has differing Z factors applicable to either longitudinal or circumferential stress.

The factor Z = (P/SE + 1) is used as recently as the 2017 Ed of Sec VIII, Div 1 for longitudinal stress only, There is (in that Edition) no Z factor for circumferential stress. I suspect the use of the factor Z = ( SE + P) / (SE- P) was replaced in the past by the (presumably) more accurate Eqn 1-2(a)(1). Probably :)

Regards,

Mike

The problem with sloppy work is that the supply FAR EXCEEDS the demand
 
Seems like ASME modified the Z factor formula before. Understood. Thanks for your insights Huub, Christine, and Mike.

 
You're welcome, TIger. Thanks for coming back (a lot of new members post a question and never bother coming back after they've been given input/advice)

Huub
- You never get what you expect, you only get what you inspect.
 
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