I need an example of Section VIII Div I appendix 1-10 calcs
I need an example of Section VIII Div I appendix 1-10 calcs
(OP)
I need to verify my spreadsheet is correct and would very much appreciate a typical example of these calcualtions to compare my work against.
A normal to the vessel pipe nozzle with or without a pad would be great.
I am using 2010 section VIII Div I code books.
A normal to the vessel pipe nozzle with or without a pad would be great.
I am using 2010 section VIII Div I code books.





RE: I need an example of Section VIII Div I appendix 1-10 calcs
Regards,
Mike
RE: I need an example of Section VIII Div I appendix 1-10 calcs
Question
What page number are you reference to in 2010 Section VIII Div I appendix 1-10 calcs?
RE: I need an example of Section VIII Div I appendix 1-10 calcs
to answer SnTMan can you try a 10" sch-40 pipe .365 wall 10.002 ID SA53B-ERW 14,600 max stress normal to vessel wall 125 psi internal max.
0.188 shell SA-516-70 28" ID with 20,000 psi max allowable stress 250°F max. Pipe will not interfere with long seam or girth welds. pipe extends 6" outside the shell wall and 2" inside. no mechanical loads on pipe.
If you need more detail I can provide spreadsheet. I am using office excel 2007.
RE: I need an example of Section VIII Div I appendix 1-10 calcs
However by assuming a 16" nozzle diameter, and a couple more assumptions for unspecified data I can provide the following, hope you find it helpful.
Regards,
Mike
RE: I need an example of Section VIII Div I appendix 1-10 calcs
RE: I need an example of Section VIII Div I appendix 1-10 calcs
pvhd, apologies.
Regards,
Mike
RE: I need an example of Section VIII Div I appendix 1-10 calcs
RE: I need an example of Section VIII Div I appendix 1-10 calcs