Flexural Fatigue Analysis for pontoon type EFR

  1. hardic
    can anyone explain how to carry out flexural fatigue for single deck pontton floating roof
    Below is the clause C3.1.5 mentioned in API 650
    "For tanks greater than 60 m (200 ft) in diameter, the deck portion of single-deck pontoon floating roofs shall
    be designed to avoid flexural fatigue failure caused by design wind loads."

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