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  1. brkmech1234

    WNRF Flange Design for 1660 mm ID with Design Pressure 130 bar

    I am struggling to design the flange with 130 barg pressure. MOC is SA 182 F51. Bolt material is SA 320 L7M. Gasket material SDS SPW. Design code is ASME VIII div 2 If I provide sufficient number bolts, bolt spacing is less than recommended. I tried with various bolt sizes ranging from 1 " to...
  2. brkmech1234

    BLAST LOAD EFFECT ON SADDLE SUPPORT

    Client commented to design the saddle support to resist a blast load of 35 KPa. I checked over the internet how to deal with. Somewhere i found that this can be added as wind pressure. I performed this calculations in Pv Elite and I found the stresses 2 times the allowable. We already constucted...
  3. brkmech1234

    CORROSION ALLOWANCE FOR TUBES IN SHELL AND TUBE HEAT EXCHANGERS

    I have done many heat ex-changer where there is no corrosion allowance specified by client even if the material is CS . This is also supported by API 660. I would like to why there is corrosion allowance required for tubes.
  4. brkmech1234

    TIME DEPENDENT PROPERTIES -EXAMPLE SA 240 316

    The note no T8 of Table 1A of ASME II Part D mentions "Allowable stresses for temperatures of 750F and above are values obtained from time dependent properties". How this will affect the vessel design?
  5. brkmech1234

    EFFECT OF NOZZLE LOADS ON LEG SUPPORTS OF A VERICAL VESSEL

    The radial force and circumferential force of nozzle induce bending moment on legs. The longitudinal force induce compressive or tensile effect on leg. I am not sure about the effect on leg of the longitudinal moment,Circumferential moment and torsional moment. I have some where read or heard...
  6. brkmech1234

    TAILING LUG FOR VERTICAL VESSEL WITH LEG SUPPORT

    In a project client commented that the lugged vessel to be provide with tailing lug. I have not seen this before in a legged vessel. Can any body guide, how to check leg integrity while lifdting the vessel
  7. brkmech1234

    CONSTRAINTS FOR SKID SUPPORTS IN STAAD PRO

    We outsourced the structural design of skid . It has 6 supports with base plate which will be attached to foundation with anchor bolts. He has considered the joint as pinned at support. I do not understand why he has considered pinned. According to me , it should be fixed as rotational moment is...
  8. brkmech1234

    NACE MR 01-75 COMPLIANCE & HIC TESTING

    NACE MR 0175 deos not address whether HIC is required or not for a material . How to find whether HIC testing is required or not?
  9. brkmech1234

    Why SA 240 Gr 316L is not listed in Table UHA-44

    I wonder why SA 240 Gr 316L(UNS S31603) is listed in Table UHA-44 of ASME VIII Division 1. Anybody can help in this regard.
  10. brkmech1234

    Acceptability of SA 106 Gr B As Per NACE MR 01 03

    My concern was about the heat treatment condition. As per 2.1.2(C) of NACE MR 01 03, carbon steels and low alloy steels are acceptable in any of the following conditions i) hot rolled ii)annealed iii)normalized iv) normalized and tempered v)normalized, austenized,quenched and tempered The SA...
  11. brkmech1234

    PRODUCT ANALYSIS FOR SA 193 Gr B7

    Can anybody tell me whether product analysis is mandatory for SA 193 Gr b7 material .
  12. brkmech1234

    DESIGN GAS COOLER

    I need to design a gas cooler. The gas is mixture of HC vapour , water vapour and non condensible gases. At the inlet all the components will be in gaseous state and at the outlet 1% of mass is condensed to water. Please refer to attached data sheet. I find it difficult to how to enter the...

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