RSA software allows us to size panels and tiles just to combined bending (M + N) or simple. It checks punching at the posts. But, it does not scale to the unidirectional shear. that is to say, if a panel or slab have continuing support, sizing module will ignore the shear force. This check is important in the case of the walls or slabs which are stressed by heavy loads, like underground structures. The unidirectional shear governs in general, which is not the case of buildings above ground. I ask developers to Autodesk to see the remarks closely, because it can mislead developers if they do not pay attention or they are not informed by a pop-up message like you used to do .
