Hi guys,
My company has been using RFEM5 up to now. Due to the separation of companies we have to acquire new software. We intend to continue with Dlubal and this is not subject to further considerations.
We are only considering whether to choose the older generation of RFEM5 or RFEM6. We also understand that a migration to version 6 is unavoidable in the future (new Eurocode versions, information exchange with Tekla and Ideastatica etc.). Maybe it is worthwhile to stay with the old version for one or two more years and only upgrade to version 6 afterwards.
The program will be used for industrial steel and concrete structures.
Following Dlubal's webinars at the beginning of last year I could see that the new generation has many bugs and is not stable.
Are there any users of both generations in the group and could they give their opinion? Opinion of users of only 6th generation would also be helpful.
Please let me know in the comments which version you used and what is your advice in this case.Â
Greetings,
zatara
My company has been using RFEM5 up to now. Due to the separation of companies we have to acquire new software. We intend to continue with Dlubal and this is not subject to further considerations.
We are only considering whether to choose the older generation of RFEM5 or RFEM6. We also understand that a migration to version 6 is unavoidable in the future (new Eurocode versions, information exchange with Tekla and Ideastatica etc.). Maybe it is worthwhile to stay with the old version for one or two more years and only upgrade to version 6 afterwards.
The program will be used for industrial steel and concrete structures.
Following Dlubal's webinars at the beginning of last year I could see that the new generation has many bugs and is not stable.
Are there any users of both generations in the group and could they give their opinion? Opinion of users of only 6th generation would also be helpful.
Please let me know in the comments which version you used and what is your advice in this case.Â
Greetings,
zatara
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