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The tangential stress at SW6 is negative

2015-09-01View Original

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I would like to ask fellow netizens why, when I designed the overall flange values in SW6-2011, one of the tangential stress values for the flange came out negative, yet the software indicated that the check was successful. I don’t understand how a negative value can still be accepted; have you also encountered negative values during your calculations? Moreover, the calculated flange thickness is clearly incorrect

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