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Toriconical Heads

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Fizza453

Mechanical
Jun 22, 2011
262
Is it correct that toriconical heads need not be evaluated for discontinuity stresses of 1-5(g) even if half apex angle exceeds 30 degree in Section VIII-1 construction?
Only conical heads need be evaluated against 1-5(g) when half apex angle exceeds 30 degree.

Nasir
 
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