Flat walls with ribs
Flat walls with ribs
(OP)
Hello,
How do you calculate flat walls strengthened with ribs? U-2(g)?
Konrad
How do you calculate flat walls strengthened with ribs? U-2(g)?
Konrad
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RE: Flat walls with ribs
Konrad
RE: Flat walls with ribs
A standard handbook on mechanic's will show it
RE: Flat walls with ribs
Konrad
RE: Flat walls with ribs
RE: Flat walls with ribs
Konrad
RE: Flat walls with ribs
Review UG-32 and UG-47.
RE: Flat walls with ribs
Konrad
RE: Flat walls with ribs
You need to perform your own stress analysis with calcs to assure the AI that you have adequate strength if your head design does not follow any of the rules in Part UG. Why can't you use formed heads, why do you need to use a flat plate???
RE: Flat walls with ribs
Konrad
RE: Flat walls with ribs
That is fine because the ASME B&PV Code is either design by rule or design by analysis. Be aware you better have a detailed stress analysis for your design to fly (not literally,
RE: Flat walls with ribs
Konrad
RE: Flat walls with ribs
I will look for the calcs and advise.
genb
RE: Flat walls with ribs
Konrad
RE: Flat walls with ribs
Sorry for this late rsponse, but you look at rib stiffenend flanges "FLANGES THAT WON'T FAIL" by Alexander Blake.
This may help you.
Cheers.
RE: Flat walls with ribs
RE: Flat walls with ribs
"FLANGES THAT WON'T FAIL" by Alexander Blake.