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#46136 - 12/07/11 06:52 AM B31.4 Code Stress problem
figd84 Offline
Member

Registered: 12/07/11
Posts: 5
Loc: Santiago, Chile
I´m calculating the ASME B31.4 alowable stress in a pipe system, but it´s always 0 or N/A in the code stress report.

I´m running a case with external forces (Ux,y,z), internal pressure (P) and thermal expansion (T).

I´ve set material properties, as said in para. 419.6 in the code.

My load cases are as follows:

OPE W+T1+P1
SUS W+P1
OPE W+T1+P1+U1
OPE W+T1+P1-U1
OPE W+T1+P1+U2
OPE W+T1+P1-U2
OPE W+T1+P1+U3
OPE W+T1+P1-U3
EXP L9=L1-L2
OCC L10=L3-L1
OCC L11=L4-L1
OCC L12=L5-L1
OCC L13=L6-L1
OCC L14=L7-L1
OCC L15=L8-L1
OCC L16=L9-L10
OCC L17=L9-L11
OCC L18=L9-L12
OCC L19=L9-L13
OCC L20=L9-L14
OCC L21=L9-L15

I´m newbie in pipe stress, and i´ve read the code, obviously there is something missing, if anyone could give me a clue, it would be a great help!

Thanks for your advice.


Edited by figd84 (12/07/11 07:13 AM)
_________________________
Felipe Gutiérrez
Mechanical Engineer
ProPipe S.A.
Santiago, CHILE

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#46137 - 12/07/11 07:24 AM Re: B31.4 Code Stress problem [Re: figd84]
Richard Ay Offline
Member

Registered: 12/13/99
Posts: 6226
Loc: Houston, Texas, USA
_________________________
Regards,
Richard Ay - Consultant

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#46210 - 12/12/11 09:43 AM Re: B31.4 Code Stress problem [Re: figd84]
figd84 Offline
Member

Registered: 12/07/11
Posts: 5
Loc: Santiago, Chile
thanks for your help, I wasn´t defining the water weight, that was the problem.
_________________________
Felipe Gutiérrez
Mechanical Engineer
ProPipe S.A.
Santiago, CHILE

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#46247 - 12/13/11 01:07 PM Re: B31.4 Code Stress problem [Re: figd84]
danb Offline
Member

Registered: 04/22/05
Posts: 1453
Loc: ...
And your load cases L16 to L21 are wrong.
_________________________
Dan

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