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  1. abhimech1991

    ASME SEC VIIIVDIV.2

    Hello, Can anybody help regarding below questions. What is the experience and qualification required for to perform design activity ASME SEC VIII DIV.2 vessel? As per 2-J.3.3 designer shall as a minimum hold the qualification minimum of 4 yr of experience in pressure vessel design. My question...
  2. abhimech1991

    Rigidity for split flange

    Dear All, As we know, we shall design the split flange for the moment which is double of the maximum of seating or operating moment. Shall we use the same moment i.e. double of maximum for rigidity calculations??? Or we can simply use max. of operating or seating.
  3. abhimech1991

    basis for low allowable stresses for flanged joints

    Hi all, may I know whats the basis for providing low allowable stresses for flange applications??? Thanks in advance Atish
  4. abhimech1991

    UHX-14.2 The two tubesheets shall have same thickness

    Dear Friends, bellow is my query for UHX-14.2 I have designed a HX , TEMA configuration is AEW. I have calculated the thicknesses for floating as well as stationary tubesheets, which are 17 mm and 19 mm respectively. I have provided Stationary tubesheet of 23 mm. Floating tubesheet thickness...
  5. abhimech1991

    MAWP of tubesheet

    Hello, can anyone tell me how to calculate MAWP for tubesheets??

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