I turn on "Shear considered" when I calculate a column, but then get the message "Unsatisfactory load capasity of the column." When I look at safety factors it says VRd/VSd = 0,00, see the attached file. I guess that means VRd = 0 kN, that again means that the column have no shear capasity at all, this must be wrong?
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Try to force the use of 32mm bars as main reinforcement.
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I have checked on the pre-release version of Robot v.2014 and it does
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