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When designing a steel connection for the base plate of a steel column using the steel connections module in RSA and specifically for the concrete cone pull-out checking, are the reinforcement bars of the concrete footing/ground beam/column pier taken into consideration?
What I mean is that, the anchors inside a foundation are almost always surrounded by steel reinforcement therefore where the cone pull-out failure plane is formed a steel bar may be passing through it which gives more resistance against cone pull-out (tension) or breaking of concrete edge (shear).
We can only hope that EN 1992-4:2018 is part of the next development.
Note that the draft standard prEN 1992-4:2013 (Eurocode 2: Design of concrete structures - Part 4: Design of fastenings for use in concrete) is notified with CEB_96 by CNC2M in th following document :
