RAM Concept - Working with Rebar

Here are some useful tips and recent posts on the Bentley forum:

Yes, my preference is to model design strips, adjust cross-section trimming to encapsulate the best cross-section and design from reinforcement demands. Only when I need to will I model user reinforcement and change the check box under calc options to "Design user reinforcement without additional program reinforcement".

When modelling user reinforcement, I would recommend viewing reinforcement layout in the "Detailed Bars Perspective" layer, if you model reinforcement thru a section which has a surface or soffit step it will model the reinforcement at the higher slab level for soffits, and lower slab surface for top reo, this might not actually place reinforcement in the ideal location for design. Other things would be to ensure reinforcement is in the design cross-section, at steps the slope limit might not encapsulate the reinforcement into the section.