ASME III DIV 1 APPENDIX N
ASME III DIV 1 APPENDIX N
(OP)
the triaxial random seismic responses of interest shall be summated by the "square root sum of the squares" methodology, as defined in ASME III Division 1 [1] Appendix N Para.N-1223.2
This statement is a clients specification but we dont have a copy of ASME III Div 1 to referer to does anybody have an extract I can look at?
This statement is a clients specification but we dont have a copy of ASME III Div 1 to referer to does anybody have an extract I can look at?





RE: ASME III DIV 1 APPENDIX N
RE: ASME III DIV 1 APPENDIX N
We are designing the vessel to ASME VIII Div 1 but the client wants us to consider this statement!!!!
We only need to veiw this appendix to check that we are complying.
RE: ASME III DIV 1 APPENDIX N
Patricia Lougheed
******
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RE: ASME III DIV 1 APPENDIX N
See page 45 of this document... htt
Section 3.5 of above document is an incomplete version of what's contained in N-1223.2
RE: ASME III DIV 1 APPENDIX N