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  1. Low Key Man

    SIF of thick wall bend

    Hi everyone!When I used CAESAR II to calculate a thick wall pipe,for instance,406.4x59mm,I found that the SIF of bend was 1.0,this is consistent with the formula in B31.3. But what puzzles me is why the bend SIF with a thick wall is 1.0 itself，or why this bend has no SIF ？Please help me,thanks a...

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