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  1. AmoorSaleh

    joint efficiency of the welds

    Hello Duwe6's and weldstan, Thank you a lot .. [smile] I agree with you that it is a very poor design!! But in this case the E joint efficiency should be 0.8, is it true? According to UW-12
  2. AmoorSaleh

    Allowable stress values in ASME sec.II D & ASME B31.3

    Sometimes there is no different in the type name, but the values is totally different, i suggest to you to find the UN number.
  3. AmoorSaleh

    joint efficiency of the welds

    Dear All, I need your help choosing the joint efficiency of the welds, Assume Given:- • hemispherical head which assembled to the shell by "type No (2):- single Welded butt joint with backing strip… see sketch UW-13.1 (i) ". • the manufacturer decides to do Spot just for the...
  4. AmoorSaleh

    Does Asme Accept Full Face Flange Calculation According The Pd 5500?

    thank you a lot.. from clause 2-1(e) i understood that yes.. it is acceptable and there is no prevention to use this type of flange if it is designed according to the acceptable design method !! [bigsmile]
  5. AmoorSaleh

    Does Asme Accept Full Face Flange Calculation According The Pd 5500?

    Hello there. could you explain to me please: is the design calc. according PD 5500 for the full face type is sufficient according to ASME VIII Div.1? as far as i know there is no reference in Asme calc. to this type !! Does ASME accept this type of flange?

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