I have modeled a cantilevered stub concrete beam off of the corner of a concrete wall. When I get to the Concrete Beam module I get the design warning stating "Bottom Reinforcement: Continuous bottom flexural reinforcement less than code limit by 2 bar(s) per ACI 318-11 Sec. 21.2.2." When reviewing the Beam Design Report, it shows that the area of steel (As) is 0in^2 at the support for positive and negative flexure.
Has anyone had this type of error when designing a cantilevered concrete beam off a concrete wall in RAM SS? If so, is there a way to fix this in the model, or does the software not handle this, and design needs to be completed outside the software?
Thanks in advance for any assistance you can provide.