In OpenBridge Concrete, we cannot add points of interest as we can in the Steel edition. This limitation may lead to the software reporting incorrect minimum rating results. For instance, stirrup spacing is typically entered manually, starting closely spaced at the first few feet before increasing. The lowest load rating for shear usually occurs where the spacing increases, and shear demand remains high. However, LEAP failed to capture this critical location in our model and instead reported a different location at the tenth point, which showed a higher minimum shear rating.

Please implement a new feature to Add custom POIs under PS beam design module (Suprestructure/Conspan)