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In EC3-8, the base stiffness for an unbraced frame is compared to 30*E*Ic/Lc (& 5.2.2.5(2)) and not to the column slenderness as incorrectly calculated by ARSA 2012.
Marios Zissimatos
Marios,
Please enter this case via subscription center as Service Request attaching mentioned robot file with connection.
Could you please explain the procedure, I don't have much time to go through it now.
Thx.
I got the attached error trying to post through Subscription center.