I have a SAFE model. When I graphically look at the magnitude of moments in a column strip at the face of a column the values look in the right ballpark. The reinforcing steel is very high. When I look in the Tables, I find that SAFE is sizing rebar for a significantly higher moment that what the graphical display shows, and that moment looks very high. Maybe it is the column centerline moment? I have struck out figuring out what SAFE is doing, does anyone know?
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