Rob VE
Mechanical
- Nov 12, 2015
- 14
Hello all,
I hope someone can help me.
(background)
I have been checking several pressure vessel design software to see how they work and if they can improve our design process.
At the moment we are using commercial software for ASME VIII div1 pressure calculation, for other codes and for wind / seismic / lifting we are using our inhouse developed MathCad files.
Regarding Eurocode wind (EN1991-1-4) and seismic(EN1998) I have noticed something strange.
It seems that most software ignores the existence of National Annex to the Eurocodes. For example You can enter Eurocode wind(EN1991-1-4) and you can enter the windspeed, terrain category and those basics. But you cannot enter which national annex is to be used. For several countries the national annex changes the tables and formulas that need to be used.
I basically came to the conclusion that in my opinion none of the up to this point tested software calculates Eurocode wind/seismic correctly.
my questions:
1) Are you guys experienced in Eurocode wind/seismic?
2) Do you calculate the wind/seismic with self-written files, or do you have software that calculates this correct?
3) Did you check your software, or do you just use it as it is?
4) Is it global practice to ignore National annex? our company always takes this into account.
Kind Regards,
Rob
I hope someone can help me.
(background)
I have been checking several pressure vessel design software to see how they work and if they can improve our design process.
At the moment we are using commercial software for ASME VIII div1 pressure calculation, for other codes and for wind / seismic / lifting we are using our inhouse developed MathCad files.
Regarding Eurocode wind (EN1991-1-4) and seismic(EN1998) I have noticed something strange.
It seems that most software ignores the existence of National Annex to the Eurocodes. For example You can enter Eurocode wind(EN1991-1-4) and you can enter the windspeed, terrain category and those basics. But you cannot enter which national annex is to be used. For several countries the national annex changes the tables and formulas that need to be used.
I basically came to the conclusion that in my opinion none of the up to this point tested software calculates Eurocode wind/seismic correctly.
my questions:
1) Are you guys experienced in Eurocode wind/seismic?
2) Do you calculate the wind/seismic with self-written files, or do you have software that calculates this correct?
3) Did you check your software, or do you just use it as it is?
4) Is it global practice to ignore National annex? our company always takes this into account.
Kind Regards,
Rob