Steel Design of Class 4 Sections


I would like to know if it is possible to carry out design checks (stress checks for example) taking as a basis the reduced cross-sections properties (effective cross section as per EN1993-1-5) in Sofistik.

In case yes, how? Is there any example I could have a look to?

Thanks in advance.

Best regards,

In teddy go to:
-> File -> Examples -> aqb/english/section_class4.dat (and sectopn_class4_beam/fem-dat as well)