Hello,
I am trying to design a foundation using Staad advanced foundation (V8i) using Eurocode. Reactions were imported from Staad steel design file. One of the foundaiton strips is failing in punching shear and the software is not calculating reinforcement for the other strip. Depth of the foundation is 600 mm and max factored vertical load is only 60kN ( appox).Size of the column is 260x147mm( appox). Can you please advise if there is an error in my usage of the software or there is an inherent bug.
Regards,
Waqar
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