• Trimming Design Strips: Ram Concept 2-Way PT Slab

    Given the layout of strips, in odd configurations due to irregular structural geometries, is it in y'all's opinion reasonable to review the original strips for any code-related failures (i.e. shear or tension) and make the proper adjustments to the PT…
  • Shear Capacity of Slab

    Hi, In RAM concept it shows you a shear plan required for the reinforcing. I understand that these shear bars are shown over columns because of punching shear. If it is not shown over a column or a concentrated load from above, does this mean the…
  • Error - No punch cutoff sections found

    Hi, I'm a relatively new user and having an issue with the error message below; It is happening for all of my edge columns. I've played with the geometry, trying a flat slab, with an edge thickening and varied the punching shear "maximum search radius…