Understand the result
What the Column Rebar and Tie Takeoff is for
Take off longitudinal bars and rectangular ties for repeated column cages from the approved bar count, spacing and detailing dimensions.
Reinforcement takeoff converts member dimensions, cover, spacing, laps, hooks, and repeated zones into bar counts, cut lengths, mass, and accessories.
At a glance
See the field workflow
The relationship
The formula used here
Longitudinal length=(column height+entered extensions)×bars×columns; ties per column=ceil(clear tie run÷maximum spacing)+1.
Apply this relationship only after confirming that the measurements, product basis, allowances, and units describe the same project condition.
Field reading
Use the result as a checked next step
1. Measure the real work
Use field dimensions, approved drawings, and actual product or stock information.
2. Reconcile the result
Use the approved reinforcement schedule and detailing dimensions, then verify endpoints, laps, development, congestion, and stock lengths independently.
3. Keep the boundary clear
It does not design reinforcement, cover, laps, development, anchors, embeds, chairs, connections, or structural capacity.
