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  1. vitalis77

    ASME B31.8 calculation

    Dear fellows, Is there any excel reinforcement calculation available for welded branches according to ASME B31.8? I've been assigned to perform a reinforcing area calculation for internal pressure of a 2" XS weldolet SA 350 LF2, welded to a 20" header API 5L X65 t=11,9mm. Thanks in advance.
  2. vitalis77

    ASME VIII div.1 allowable stress values for no-ASME II Part. D tabula

    Hello everybody, My query is quite simple for ASME seasoned engineers. It has to do with the ASME VIII div.1 allowable stress values for no-ASME II Part. D tabulated materials. How could I estimate/calculate these allowable stresses? I'm currently using the 0,85/3 x Min.Tensile Strength, i.e for...
  3. vitalis77

    Info on expansion joints!

    Hi everybody, Where can I find some solid vendor information on bending, torsional stiffness, effective area of expansion joints in general. Thanks in advance!
  4. vitalis77

    CAESAR II rules of thumb.

    Hi everybody, I've recently participated in CAESAR II 5-day seminar in which I got a general idea of its use and potentials. As far as I saw the modeling set up is easy to follow but after that the restrains assessment introdused a lot of queries. Since the seminar's small duration for such a...
  5. vitalis77

    Steel structure vibration absorbing!

    Hi everybody, I dont know if piping support issues are covered in this forum division, anyhow could somebody assist on how a steel structure should be arranged so as to absorb any vibrations caused by the adjacent equipment. Are there any techniques to solve this problem?. To be more precise I'm...
  6. vitalis77

    Thickness over which PWHT must be performed.

    Hi quys, In a previous query I was in search of a SPECIFIC paragraph in the ASME code (VIII, 31.3,31.4,31.8) that defines the thickness over which, Post Weld Heat Treatment should be performed. This query still remains. Could someone enlight me?
  7. vitalis77

    ASME VIII Bolted cover calculation

    Hi folks, Here's a good one and rather strange query from the project management department. They are about to perform a hydraulic test on venturi meters and since they are not willing to purchase blind flanges for the procedure, they are proposing to machine them so as to match the ASME B...

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