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  1. behanan

    Foundation load on fixed saddle

    I have a horizontal vessel supported with saddles, one is fixed and the other is sliding saddle. What should be foundation load values as per the zick analysis as per the uploaded fig? I believe that the dead, hydrotest, operation values will be 1/2th of empty, hyrotest and operating weights...
  2. behanan

    G loading & Acceleration impact factor to be considered for transportation design

    Acceleration impact factor to be considered for transportation design Axial=1.5 , Lateral= 1.5, Vertical=2.0 I have considered G loading in PV Elite to input these values as Longitudinal(Gx) Lateral(Gy), Vertical(Gz). But I found that these values ranges from 0 to 0.4 from...
  3. behanan

    Does design of lifting lug have some standard practice?

    I have a vertical vessel of 5000mm ID , whose top end is elliptical head and bottom head is conical, with cylindrical shell attached in between. The weight of the vessel is 18tonnes. What will be the maximum thickness of the lifting lug ?
  4. behanan

    How to apply load on flange ?

    I want to apply load on flange which is connected to the smaller end of the cone, for a horizontal vessel case
  5. behanan

    Integral nozzle hub thickness limitation

    Does ASME follow any standard, which limits the thickness of hub. If yes, please guide me Also, is there relation between the shell thickness and hub thickness as per ASME or any general suggestion
  6. behanan

    Cone Large End Not Adequately Reinforced!

    The half apex angle is 54 degree > 30deg, How to reinforce the large end of cone? Conical bottom head failed, showing the large end of the cone is overstressed. How to find the solution to this problem

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