Toriconical Heads
Toriconical Heads
(OP)
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
Only conical heads need be evaluated against 1-5(g) when half apex angle exceeds 30 degree.
Nasir





RE: Toriconical Heads
Cheers,
gr2vessels