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  • Users: mona2
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  1. mona2

    strength welded connection

    Hallo, I have a rookie question concerning weld connection according to ASME, sec VIII, div 1. The strength of connection elements is always based on half of the area. fillet weld: pi/2*nozzleOD*weld leg*S groove weld: pi/2*nozzleOD*t*S nozzle wall shear: pi/2*mean nozzle diam.*tn*S So why...
  2. mona2

    BOLT FLANGE-div1

    Hi, I have 2 questions concerning div 1 flanges. I don´t really understand that overbolting equation. Why is the overbolting only considered in the gasket seating condition, I understand that the bolt is tightend during the flange assembly, but during normal operation the bolt is still there...
  3. mona2

    overbolting- Appendix 2

    Hi, I am new on this site and on the pressure vessel area, so I apologize for any silly questions(and english mistakes). I was trying to use some standard ring flanges(no hub, class 150) for my project, those flanges have the same dimensions as a slip-on flange from the ASME B16.5 but no hub...

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