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INTERNAL NOTE ERROR COLUMN DESIGN
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Hi everybody,
I have a problem when I design a concrete column.
When I design a reinforced concrete column and configure the calculation options, and at the same time, input the necessary reinforcements to make the column work against the demand, it satisfies the values for moment, axial load, and shear. However, when I review the calculation notes, I encounter the following message: 'INTERNAL NOTE ERROR.' Can someone explain to me what this means?"