[EN] Analysis and design of a steel hall with SCIA Engineer - Part II

[@petarkolarov1193]

Thank you for the video. Are there going to be videos for 2nd order analysis but with path 3, which i understood is the most precised?

[@StefanDjokic-e9t]

I have one question? How we will decided if we have Sway or Non- Sway case ? For example when I made Stability load combinations and put in the analysis - Number of buckling node (20), in result I have got first 5 modes (ULS/1 =3,65 ; ULS/2= 5,81 ; ULS/3=6,04 ....ULS/20=29,07) are less then 10 and rest are all more then 10 (I have seen similar in your case ) . So how can I know, is it alpha,cr < 10 or alpha,cr >10 ? This will decided which approach we will have 1st order analysis or 2nd order analysis...

[@TVRadio9]

Could you release the Modelling VDO please?

[@kaslic]

Is it possible to get the presentation from this webinar?

[@SCIAOfficial]

Hello Please send us a mail at [e-mail] and we will send you the pdf. Have a nice day