![]() For both beam and column shear steel design, the required bars are based on the enveloped shear force diagrams. The required bars for all loadĬombinations are then enveloped. For column flexural design, the required bars forĮach load combination are calculated at various sections for the momentsĪnd axial forces at those sections. On envelope results, even if you've run a batch solution.įor beam flexural design, the required bars areīased on the envelope moment diagrams. Note also that concrete results are always based ![]() ![]() Results are different for beams and columns so they each get their own Alternatively, on the Results toolbar you can select Code Check. Concrete Member - Design Results Concrete Member - Design Resultsīy selecting the Results tab Envelope (or LC) button Code Check. ![]()
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