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ASME III DIV 1 APPENDIX N

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?

RE: ASME III DIV 1 APPENDIX N

So, you're doing work to ASME Section III, and you don't have copy of the Code?

RE: ASME III DIV 1 APPENDIX N

(OP)
We are not fabricating to ASME III Div 1.
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

As it is a customer requirement, perhaps they have the section in question?

 

Patricia Lougheed

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RE: ASME III DIV 1 APPENDIX N

I agree with vpl - if they asked to have it included, then they should provide it to you.

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