The problem is not about meshing. It is about M2 design moment in concrete design. When M2 is negative and M3 is positive, rebar area is calculated lower than it must be except minimum reinforcement is applied (also tested for other structures). For other sign configurations of M2 and M3, there seems no problem. For Eurocode 2:2005 there seems no problem but all other codes are affected. There seems no problem in steel design.
This error is very annoying for conrete designers.
Regards.
This error is very annoying for conrete designers.
Regards.
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