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  1. H

    About internal floating roof foot calculation

    I would like to ask, is there a rule specified in API650 to calculate the weight per foot in IFR and compare the calculated weight with the strength of the foot in IFR?
  2. H

    About internal floating roof foot calculation

    Hello, We have a calculation made while the internal floating roof is on its feet, but I wonder what the proportion of the value at the end should be. Is there an answer about this issue in API650 or any other standard? Thank you in advance for your help

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