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Error in base connection stiffness calculation (EC3)

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Message 1 of 4
MARIOSZISSIMATOS5169
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Error in base connection stiffness calculation (EC3)

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

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Message 2 of 4

Marios,

 

 

Please enter this case via subscription center as Service Request attaching mentioned robot file with connection.



Rafal Gaweda
Message 3 of 4

Could you please explain the procedure, I don't have much time to go through it now.

 

Thx.

Message 4 of 4

I got the attached error trying to post through Subscription center.

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