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05-23-2018
04:48 AM
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Thank you Artur,
i solved the problem by calculating the model just with SLS combo.
I also have a problem with a column. The column is just subjected to a tensile strain and the results give me both steel and concrete reacting and zero crak, thought the concrete tensions are higher then the concrete tension resistance. Is it possible that Robot does not considere crack for RC column?
Thank you.
Giulio
Solved! Go to Solution.
