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  1. israr1

    UCS-6 (b)(3)

    Hey folk, I was going thru UCS-6 & got stuck to it. As per UCS-6 (b)(3), SA 36 (plate) can be used for pressure vessel provided thickness does not exceed 5/8in. Question 1: Why code allows SA 36 only upto thickness of 16mm and why not more than 16mm? What is the basis for setting limit to...
  2. israr1

    Corrugated rectangular tank

    Dear All, Can you edify me on design of corrugated rectangular tank. Earlier i have designed rectangular tank as per Roark's formulae. But this time, it is corrugated tank : so per my understanding it would be difficult to add stiffeners on wall. Thus, without stiffeners bending stresses...
  3. israr1

    Stack design_STS-1

    Hello everyone, For stack, designed as per STS-1, i am in a situation that critical velocity is lower than design velocity. So far i know by introducing helical strakes or other attachments, critical velocity can be increased. But my question is how to evaluate critical velocity after...

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