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  1. amine1340

    Full containement LNG tank internal piping

    dear Gents , I hope everyone is having a nice day, Im working on an a design of full containment LNG tank, there is already an existing tank and we are supposed to design the new tank as the existing one the issue I,m puzzled about is the internal piping ( purging lines, balancing lines ..etc)...
  2. amine1340

    overhead crane beam

    Hello, During my inspection for an overhead crane , I found that the beam is welded on the lateral side (see attached photos ) when I check the drawing there was no details of these welds . my question is : Is the beam suppose to be welded like that or Is it supposed to be formed completely as one-
  3. amine1340

    using of sittfener to adjust for out of tolerance in a tank API 650

    hello everyone, is using stiffener to achieve tolerance acceptable in API 650? i read somewhere that it's prohibited but i can't seem to find it in the code thanks
  4. amine1340

    pump selection

    hello everyone , currently i'm working on a project where i have to select between two pumps which got me a little confused :RATED FLOW IS 129 M3/H ,NPSH A = 4.5 m. 1st pump : it has a high NSS 13600 . NPSH R at end of curve is = 2.8 m. rated flow is 97% to BEP FLOW( 130 m3/h) . Minimal stable...
  5. amine1340

    self supported dome roof for above storage tank

    hello currently , we are supervising construction of an above storage tank designed per API650 characteristics: roof : - dome self supported . - D:29.03 m - thickness =9mm . - load from the roof = 2013404 N. the roof was erected and welded on the ground , dimensional checking was done( it was...

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