How to define longitudinal reinforcement in existing concrete member in Concrete to Concrete module

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Summary

Defining the longitudinal cast‑in reinforcement ensures that PROFIS Engineering correctly models the reinforcement that post‑installed rebar will splice into. Accurate reinforcement inputs help establish proper development length, anchorage behavior, and load transfer.


Prerequisites

Make sure you:

  • Are logged in to your PROFIS Engineering account
  • Have opened the Concrete to Concrete module

If needed, refer to the article How to access the Concrete to Concrete module in PROFIS Engineering.


Step-by-step instructions

  1. Open the Existing reinforcement tab
    In your Concrete to Concrete design workspace, navigate to the Existing reinforcement tab on the left-hand side of the screen. 

  2. Input Bar type and Diameter
    Under Cast-in spliced reinforcement, select the Bar type and Diameter from the dropdown menus.

  3. Select the bar grade
    Under Grade, choose the appropriate reinforcement grade from the dropdown.
    Enable Epoxy coated reinforcement if applicable.

  4. Choose casting position factor
    Select the appropriate value of Casting position factortr) from the dropdown menu.

  5. Enable compression reinforcement confinement (Optional)
    Enable Compression reinforcement confinement if applicable.

Note: For the Shear doweling application the longitudinal reinforcement input is not available.